HomeMy WebLinkAboutProduct Approval (3) ST.LUCIE COUN'T BUILDING DIMION
E C E I V c D J U N 2 4 �,giXVIEWED 1~ MP OR COIANCE
VIEIVED R
DATE 01 --j _
PLANS A111ilS'1 ERMIT MUST BE IaPT ON JOB
MIAMI-DIADE OR NO INSPECTION WILL BE MADE. MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/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 bt valid after the expiration date stated below.The Miami-Dade County Product Control
Section (In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.-
DESCRIPTION: Series�PGT"Ghppe� ded luntinum Tube Mullien.=�LrM:I
APPROVAL DOCUMENT: Drawing No. 630038, titled "Impact—Resistant Aluminum Tube Mullions",
sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, 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 leen 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.16-0218.03
MIAMI•DADE COUNTY Expiration Date: May 26,2021
Y4111i f 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. 10-0819.05)
2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1
. through 25 of 25, dated 08/29/11, 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 02/28111, 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 5th 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.
Manue a ez,P.E.
Product Cont of aminer
NOA N . 6-0218.03
Expiration Date: May 26,2021
Approval Date:April 14 2016
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
O
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 Mullion — L.M.I., approved on
02/12/15 and expiring on 05/26/16.
Alf lip
Manuel ,P.E.
Product Contr I E miner
NOA Na. -4218.03
Expiration Date: May 26,2021
Approval Date: April 14 2016
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES:
NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE
MISSILE IMPACT-RESISTANT PRODUCTSFENESTRATION 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......................,.......t Lxvx o
ELEVATIONS..................._..............1 3 ci ci rc
FIGURE 1: MULL TO 2X WOOD............_..........2
2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS i v
MULTIPLE [—OPENING WIDTH FOR VERTICAL MULL--- - ARCHES TO BE MULL T01X&MASONRY_............2MULLIONS INSCRIBED INSIDE HAVE BEEN TESTED AS"FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES.............._...2 �
SEE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4"FROM THE CUP. MULL TO MASONRY..................._.3
1 SNEETS 2.3 SHAPE MULL TO STEEL STUD_.................3 (V
_ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL..............................3 m
DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L/160.THE 1/3 STRESS INCREASE WAS NOT USED ANCHORSPECS............................3 �
III j
Z"-� ALTERNATATE CLIPS....._,............4 O W
.. IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS.
BAY MULL INSTALLATION..............4
1X2 X.126 MULL SPECS....._........6 _J
4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X Z%.375 MULL SPECS.............B _
/ 1 INSTRUCTIONS. 1 X 2.75 x.375 MULL SPECS..........7 m W:: D)1 X 2.75 X.65 MULL SPECS............8 Z �8
SEE DETAILS �u ' LI I 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.580 MULL SPECS........9 W O oO
ATMRUG; III _____ I sEEOeiuLs ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.125 MULL SPECS._............18 Fw
SHEETS 2.3 I 1 X 4 X.375 TUBE MULL SPECS....11QATHRU G; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN
SHEETS 2-3 1 X 4%.375 T MULL 6PECS........11 0
\ III PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25X 3.IBB x.265 MULL SPECS..,12 ll1
111 I OPE ING 1.25 X 3.25 X.180 MULL SPECS.....13 Z IIILU
m
VERT. HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES.ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 115 X 3.25 X.624 MULL SPECS.._.14 8
MULL FOR 1.25X194X.824 MULL SPECS....15 fig(
LENGTH HORIZCNTAL 2 X 4 X.25 MULL SPECS._...._.......16 J Q c'SZ
MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST
SEE DETAIL E, 2 X S X.25 MULL SPECS................17
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q U) .-•
SHEET 3 1.28 X 2.11 X.125 MULL SPECS....10
AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT ~
30'X 3.25 BAY MULL SPECS.......,.10 Z Q N O
REACTIONS, 45•X 3.25 BAY MULL SPECS.._.....20 Q O Z
MULLION&CLIP DIMENSIONS......21-23 I--- Z.0 S00.O
FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE•GATOR NONS EXAMPLES 1&2............._.._...........24 cn J 8
PRODUCTS MAY LOADING EXAMPLES........... 25 UJ RQ
�--BE OF ANY,
VPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
Musr 9E CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH F Z W
BAWPGTACTURED PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q V` Q O O
I f
.=.1 -- --- d.. Z
10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. g g .. go ymyy,�000'
/SEE DETAILS €� —
I HORIZONTAL A-D,G•H: 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING �--i
Fes--- MULL SHEETS 2.3 WIDTWHEIGHT 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(LBSIFT')FOR THE OPENING USING THE ASCE-7 STANDARD.
MULL F--OPENING WIDm^I
—HORIZ.MULL LENGTH--I 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
-1 LENGTH 1` 1_I 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR'TRIANGULAR/fRAPEZOIDAL'.
FRUDUCOPENINGTm�'
4 FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFT')FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING . ..Plying ith EO
HEIGHT ) HcumplyiDdwith ILe Fll>ti�
FOa THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE AcmpngCodc
OPENING MULL ,y HORIZ. VERT. MULLION CAPACITY(LBSIFT'l OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING OBTAINED IN pcaplmtc4 Nu ��'a•HEIGHT LENGTH P MULLMULL STEP 1)• E piretl Dn1.IIL TH
LL 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS.THIS VALUE Dy
_ _ _ REPRESENTS THE WWDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE METTO ATTAIN THE FULL MULLION CAPACITY.muLLg FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE V�t11 ( LYNN�,
SINGLE MULLION SINGLE MULLION FOR VERTI O ENING WIDTH ANCHORISUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR `�` ,�UN,,.....,
�FORVERTICALMULL CAPACITY IS MET. `�•:. 1,10ENst'•.,.Q
SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 'i
FROM FIGURE t ABOVE. OPENING,
IF THE MULLION CAPACITY(LBS/FT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFP)FOR THE No.50705
OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS _ _ _
VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE -
STANDARDS USED: B)VERIFY THE DESIGN PRESSURE RATING(LBSIFT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION :�� y TE F 4
•2014 FLORIDA BUILDING CODE(FBC),STH EDITION CAPACITY(LBSIFT')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION •C� ........
"" '.
ORLO P.•'•���:
•ANSIIAF&PA NDS-2012 FOR WOOD CONSTRUCTION PRODUCT ASSEMBLY.
.ALUMINUM DESIGN MANUAL,ADM-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. �iS�+� L`,`�
•Alsl-Slo0-07Is2-2010 A.
FL MA518705
n
044 DETAILA: DETAIL B: MULLION 6MULLION TYP.ANCHOR MULLION TO 2X WOOD BUCK MULLION ATTACHED TO 1X BUCKSTR P �OR WOOp FRAMING WOOD BUCK AND MASONRY ER SUBSTRATE, g
ATTACHMENT SEE SEE TABLES 18.1EB
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) E:1Brorneas,
SEE NOTTE 1, N
I SHEE1. m
�a2MI!
ULLION I " s
d I E SHEETS e�I I MIN 2.7 KSI .'• •• EDGE
I I 23FORHOLE d I I 1 COHCRETEORCMU• I _.I DISTANCE, ,J W
EITHER THE I OCATIONS ��' I. I I SEE SEE TABLES Q =
STANDARDO ^ I I EDGE DISTANCE 1B•18B Q' In
OFFSET MULL a EDGE 1 n W Q 'O s
CLIP MAYBE I DISTANCE a FOR MASONRY Q
II FOR WOOD I I ANCHORS m O I-
INSTALLEDBY d \ I I !n
THIS METHOD. a �SLREWS �fiv MAX FOR Aad a I SIDE VIEW 7 Z t!
ALL MULLIONS 4' _ F- Q J
9 a n EffHER THE � F 7
d \ STANOAROO V 1q' m
OFFSET MULL z Q
CLIP MAY BE � Q'
ad n a � n n da INSTALLED SY � � � �Z
d EXTERIOR rnISA1ErnoD Z i5
EDGE d 1z
\\ DISTANCE I— Z
4 FOR z
n ° MASONRY a `4 Q Q N
THE OFFSET CLIP IS ANCHORS
8-
/✓J a RECOMMENDED FOR
VV FIN•FRAMED _
EXTERIOR a4 WINDOWS.BUT MAY W Q
ALSO BE USED FOR (Y H 03 Y
OTHER FRAME TYPES. U Z Q Q Q
TYP.ANCHOR TYP.ANCHOR m�
PER BS7RATE, PERSUBSTRATE, �
TYP.ANCHOR SEE TABLES 7B-i8B
PER SUBSTRATE, SEE TABLES 1B-16B
SEE TABLES 1B-1BB /�qECGEJEND 1—/ E3EN
TRIP
DISTANCE Cl/ D
SEE TABLES MENT1B-1fi8 T •' ERS,
UUCKSTRIP ANDEMBEDA£NTTE 1,
ATTACHMENT _ 71.
• BY OTHERS, .. ...
SEE NOTE I,
SHEET 1. ..•'
MIN 2.7 KSI CONCRETE OR CMU
SIDE VIEW ED
FRONT VIEW rROOUCr R"ilb ft
w campiyind Wi161I30 Fltri�
FRONT VIEW ABIIdinS Code
Acttptantt N�7�".iratDINSTALLATION NOTES:1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION \` p<`V LYNN
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ,��'���;''��CC NSF•''•F'P
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE `t•
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 7r ~-
58705
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD.
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. :.`'U
3� Eor W:
5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED •'•.,F P
ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. S
AAAA s/iJ1�-•�G`�
A.LYNNIMILLEA,�.E.
FL P.E.#58705
DETAIL E;
DETAIL C: MULLION TO MULLION
4k
MULLION DIRECTLY ATTACHED TO - INTERSECTION NOTES: REA
MULLION
MASONRY STRUCTURE (U-CLIP) te
(STANDARD CLIP SHOWN) 1)MAY BE INSTALLED IN'TEE-OR-CROSS'
INTERSECTIONS.
VARIES
2)MAY BE INSTALLED HORIZONTALLY
I TYP.ANCHOR (SHOWN)OR VERTICALLY. te
E
PER SUBSTRATE. c*j
STANDARD 0 SEE TABLES IB.13B
OFFSEOFFSET MULL 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 _6 5m
CLIP MAYBE L FOR CORRESPONDING MULLION. U) L)
T
MULL
T LL
OLD z
CLIP MAY
TOP VIEW
T.LSMETHI ,/--MULLION 0
SH.RS VARIES _j Ili
_j
412 STEEL SCREWS.
-SELF ORILLINGOR PRE,ORILL to
MULLION AND USE SMSo
LLI ED
03
EXTERIOR 40 =) U) M
MULLION I- z
0
EDGE DISTANCE THE OFFSET CLIP IS `
F MASONRY
ONR
GE DI=
OR FINfRAME0 u
Ry ZINTERSECTION ANCHORS
ALSO BE USED FOR 0 lz LU
>
Q.THERFRAMETYM, EXTEI�RIOR
< Z
WINDOWS,BUT MAY U-CUP
A
rYP.ANCHOR 14
PERSVBSTRATE,
Z z
SEE TABLES 18.133 "c
SEE SHEETS 2143 FOR 00
SUCK6TR P /--.IIR U.-IM HOLE LOCATIONS
A EE TABLES 1.1. rn
FRONT VIEW EDGE LU
E C
DISTANCE
SEE TABLES U) U)
EMUEOMENT� z
DTTAE..T
•
BY
ATTACHMENT
.E NOTE
SHE,
I___L_4_DISTANrE (L
SEE
M412.1 KSI CONCRETE OR CMU
MIN 2.7KSI CONCRETE ORCMU 13-135 TABLES SIDE VIEW
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
A PER SUBSTRATE,
SEE TABLES 10-130
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE SEE SHEETS PRODUCT RCVISCD
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE 2143 FOR Its complying with the Florida
HOLE Building Coda
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS
A c w p I m I m No 14
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. MULLION Fxpiratf viat
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. By
Da4a
5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED EDGE
ELCO ULTRACON OR ELCO 1/4"S.S.AGGREGATOR MASONRY ANCHORS. DISTANCE LYNN 4*"'/'/
STEEL
FOR STEEL STUDS THINNER THES AN SEE TABL
FRONT VIEW W GA AND COMPLIANT WITH THE FL BUILDING 13433
CODE,A ZX WOOD BACKER MUST USED.
t:21 ATTACHMENT BY OTHERS
EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEWi': 110.56705
NOTES:
fK
tz
1)FOR 2X WOOD-BACKED STEEL STUDS.WOOD .t4u
-:7
Sl . ..
E -.
ANCHOR VALUES MAY BE USED. 'It
0
2)SEE CORRESPONDING MULLION TABLES.
,5/(')
0
SHEETS 6-20,FOR QUANTITY OF SCREWS. LYNN P.E.
FL P.E.#58705
h j
W DETAIL F: DETAIL G: DETAIL H: W
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION ir!^� a
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP) $
o °
SEE DETAILS A{, 70'OR 46'
62
SHEETS 2 AND J FOR INSTALLATION BAY MULL LL
TO SPECIFIC SUBSTRATES.
N
MULLION 1 g ?m
O I O Z
O O O
O O O O 0 O W
O O TOP VIEW v N
SIDE VIEW LU U o O
SHOWN WITH i'%4'%.125' 1 TOP VIEW l 1 Z) Z Tn
MULLION
I j TYP.ANCHORPER SUBSTRATE, b O
EXTERIOR i i i SEE TABLES 16B OR 168 z Vis`
b
I TYP.ANCMOR I I
STANDARD MULLION CLIP i I PER SUBSTRATE. I i i EXTERIOR QU)u � Z
MODIFIED TO FIT FIELD SEE TABLES 1B-14B
CONDITIONS. I I I I 2'X WANGLE CUP, ~ Z ¢ m O
I I I 2 PER MULLION END,MUST BE Z OZ
N
INSTALLED INSIDE OF BAY MULL. eT}DO..O
MULLION
I II I I I CD W Q
/ Q` II I Int 2'%6'X.125'
I I I 1 ANGLE CLIP,
2 PER MULLION END,
0. `\ \ I I I MUST BE INSTALLED d 2 Z m(n (n
�7 \ i Ib 1 INSIDE CF MULL. _--_—_ o ,- 0�O
TYP.ANCHOR
-PER SUBSTRATE. '
SEE TABLES 10-14B
•/� INTO WOODV_ OREZ#(f
INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR TERIOR
ALUM,CMU OR MASONRY MODIFIED IN-FIELD.
EXTERIOROGE OI511{�ORL'RF.OUCT REVISED
OE pE11 NLC n4 complying with Tho Florida
®Q) m� INTO WOOD,STEEL, PAcmpilg CdeA.iIding .d. Ifo- .p
ALUM,CMU OR MASONRY ESpirvliw D.I. 2)
EDGE
DISTANCE By
PER Mlaill ho81U
ANCHOR
EDGE
DISTANCE— E
PER ANCHOR NOTES FOR INSTALLATION OPTION G 8 H: `\���lad LYNIJ
.....,
O 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. .ti�0•'��GEIJSI; •F'P
NOTES FOR INSTALLATION OPTIONS F: 2)DETAIL G: � °L�:' •.���.
1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X2.11'X.125'MULLION. LOCATIIONS,SEE TABLES 18-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE r157U5
=-�- 1y11 -;.
2)SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE _.i1•'•,V` g 16 U)'�
LOCATIONS.
3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. �'�'c,•'••.,rLOwD.:•'•aG:,
A.I�Yrs >�4AR
p.E.
FL 5805
TABLE 1A '
Mullion Capacity.Tablo ibsRt
x k
Opening W dth(for vaiiica*epannitg mullons)of Opening Height(tor tgri"a6'y sparnirg mW6om) A��f 1
60 b 9,
601n 70In 00 in 901n 100 4 12o In 1401n 160 in Of
RxtongWas Tm O
prTden9. RsctargWar Theism--g. Rods-oWar Treplefsng. Reclmtyin &ap774iang. Rad.." Tivndeno. Reomnpolr Tr9".V. Reef11n9War Tasprrdaa9. Recdmgdor Trey TWp. Rectanpdnr TrapRnnng.
1 X2 MulX,126 Contin Landing Latft Lwit" Load.p Looting Lo 011 Wod49 Looting L-ft Lo4np Looting Laddxg LD9d4o LoetNg Looding Looding Canting
III
Alum.Tubo y x C & L_T i £ _ L _ & _ SY
it
zm
424 ltf.9 IW 129.4 332 93.2 408 1
15.6 52.5 70.9 400 107.8 321 884 406 144.4 319 82.1 408 1604.30[3;19 65.9 406 104.9 319 {6A 446 104.0319 3P.9 106 701.0 319 36.0 406 704.0 310
164 N.D 312 836 258 624 312 73A 262 63.6 312 87.D 248 45A 312 831 248 41.8 312 124 37.5 312 61.0 244 312 312 61.0 244 26.8 512 61.0 244 23A 312 61.0 244 S
60.62,11- 63.9 28f 70.0 234 632 281 81.5 228 466 261 65.7 224 39.9 1 281 1 52.1 1 222 35.6 1 28f 50.1 220 31A 281 49.3 219 26.6 28t19.5 219 22.8 281 493 219 20.0 26f 40.3 219
541. $2.6 247 57.6 247 43.9 247 49A 202 37.6 247 44.8 fog 32.9 247 41.5 198 29.2 247 39.4 794 28.3 247 38.4 193 21A 247 361 193 18.6 247 38.7 193 76.4 247 38.7 193 Co m O
601- 36.1 200 11.2 170 32.0 20p 3,1A 168 27.4 200 31.5 103 24.0 200 28.0 160 2{.3 280 77.1 139 19.2 200 25.9 157 Me 200 25,0 106 � (D
tet 35.3 155 27.6 let 30.3 152 23.7 tot 2'69 142 20.7 181 24,0 He 164 14 22.8 144 58.8 181 21.7 543 �
Mln 265 165 30.11 142 24.0 165 26.1 139 266 168 211 IN 18.0 165 24A t34 Z U yyy�• "1'"
7261 221 139 23.3 120 t6.5 13919,0 Ile 15.9 139 17.6 lie w ,Z
764 18.9 t25 10.7 109 16,7 126 18.8 107
764 17.5 176 t 1111
TABLE iB
Anchor C9 acITal1la 1,111 ANCHOR CAPACITY ADJUSTMENT FORMULA: ¢ Z
.. Np
�r
N & c,
ANCHOR CAP..,„,,,,,, U)
Sumfrofa2.7k t'r011Cre10 3.Sk Conn, Holl-CMU Ftllcd CMU PT WaM Meld (DP a)X� >CANCHOR CAP.,,, �
S1Ir Ebo it{'$S Elco b i8•Eko 114'SS Eka #10 Sieef /!2 Slod 147281 d MULLION CAP.,.,,,,,, w
Anchor Typo: 3176'Elco Winton Ild'Eba UlUecpf 3'76'Eba UlV/aon trd'Ebo UNacan
Anchor Clip Patlemg UlVxon AWIGeta U11 - A99reoa(or 6arew 105)Some(G5) 8c"(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR �
Edge p11tence t4}: r 2-Ire I i• 2-lir 3-1/5• r I 2-lir r 2.10 1 r Mir r 0.4g" o.w 0.324 CAPACITY REQUIRED"CORRESPONDING TO AN U X Q
Emtkdnenl 4� 1-314' 14A" Wir 1414' r 141P 1-114• 1-114" 1.114' t-114' 1.114' r 1410" 1418' usde. ACTUAL PRESSURE REQUIREMENT FOR THE 2Anohors�4.7S Mtn.O.o.tSfandorda09an t7ipffp-tX 394 Po4 390IDa 450 De 694144 1644U =WAKIA
3541ba X40im 374lm W4 It, 946 IN 34111;; 442 Its seem OPENING,WHEN IT IS LOWER THAN THE MULLION ase 2..0/3 U)
4 Amawn®1.15'Mh O.C./St-Mani(or Oftel)C9p(Fb.2) 4504, 700@3 WA WA WA WA WA WA WA WA 652 W, %51m 11201511 CAPACITY(FROM THE TABLE)OF THE SELECTED
4Anotrxe®3'MV4O.C.r(z)2a5An97e q'�pa7¢i9.3y T84P, 7110 Wi sum 1580 The 18961ba we WA Iso to, 7481m ago{m 1682 Ufe Se21m 8851m 1520lm MULLION,IT WILL YIELD A MINIMUM ANCHOR yS amD=
2 Anchor 9 OAS'Mw.O.C.1 UQip,Into.125'Alun.(Fig.41 WA WA WA WA WA WA WA WA WA WA WA NIA IlliKCAPACITY WHICH MAY BE USED TO QUALIFY
I Mchor/F-CDp(FIo.Sj: 195&, 195 fW 225 Wa 4451m 622 ton 177W 370 N, fel fm 3321be 4731m f7o 1,111 2271m 2601m ADDITIONAL ANCHOR OPTIONS FROM THE
ka. F421pff .Sj: 240114 350 f's NIA WA WA WA WA WA WA WA 341 b11 142 it• 680 ro11 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:
PRWUC'T REVISED
. , 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING• as.plying with the F4trMo
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. .-� 1.000. �. BW)ding C.-dc
AcmplwM "02)
FIGURE 3:
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. Ex imll 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. By,
Mimi a 1'rodact
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIOAS SHOWN ON SHEETS 21-2' 2,000•
FIGURES SHOW SUGGESTED,APPROXIMATE HOLELOCATIONS. It
ANGLE CLIP MUST BE USED IN PAIRS. 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 1ff �`��`c'n•'�CEN5 fi •F'p
YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125•
THICK STEEL STUDS T4 BEA MINIMUM GRADE 33 AND.045THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT
f'X 2'X.12fi"MULLION -iti 54705
LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW (yo.THREADS BEYOND
• ti--LL.-._._-_.1 � � THE MATERIAL.410&412 ANCHORS INTO WOOD MAYBE STEEL,I"S.S.OR 410 S.S. A� �.
-'"' T TE Of
A.L7YNAISy1l4ER;P.E.
FL P.E.#56705
TABLE 2A
Mulllon Ca acN Tablo Iba7lts
Opening Width(for k91t1cagy-spanningmlLtor>s)Ot OpeningHatOht(tortndzonteity-spamttgmullons) #� _
60 In 601n Toln 001n Bo In 1001n 12O In 140 b 160 In
Rocbnguter TmprTdang. Rect2a2,d- TrapTdalg, Reotmgui,r I TraplTdmg. Rxte[gWnr TmPftdalg. Rectan9War Trap Tdwa. Reciargraar Tmpttdmg. Rectwo if" 1micMiarq. Rectanut,az 7 diaro. Rxtanqular TrapTHarg. jtl$
1 X 2 X.376 Loading Loaning Loading Loading Loading Loading L dInggB Loading LoadNg Loading Loatlile Loading Loading Loading LOMAV Loading Loading Loadirg byIm
all z I I I I I I I a.
Alum Tubs
Muflla- 05
q� p Z I
42 In 170.0 am 11700 435 151.3 662 170.0 478 12817 682 170.0 608 113.5 862 109.5 518 100.0 a82 1880 517 We 667 1689 817 757 OM 188.9 617 01.8 662 188.9 fill 58.7 682 7889 617 O (^
491n 121.8 607 1380 418 101.4 507 118.2 410 118.0 507 1087 403 780 507 1028 399 111.8 507 99.6 397 60.8 a07 ORO 390 50.7 607 89.0 3116 43.4 507 99,0 390 38.0 607 911.0 398 W
x
60.O257n 103.7 d58 114.6 379 804 458 909 371 74.7 456 905 364 848 458 848 360 57.6 456 81.3 357 bi.a 458 800 35,5 43.2 458 80.0 356 37.0 450 110.0 355 32.4 450 1100 WO s {t)
54 b B6A 400 03.7 338 71.2 400 ate 328 81.0 400 72.7 322 634 400 67.3 319 47.6 400 84.0 315 427 400 62.3 314 368 400 61.8 313 30.5 40p 01.8 313 267 400 61.8 313 W O G
00 Q }^
691n 62.3 324 68.0 278 61.0 324 b/,S 270 M.6 324 51.2 284 30.0 324 4118 780 sd.8 324 43.8 257 31.1 37A 17.0 255 ZOA 324 40.5 253 222 324 40.5 253 18.6 324 40.6 253 DO as��r
630 63.0 284 STA 252 44.0 284 48.2 246 384 204 43.6 241 316 294 39.8 237 28.8 284 37.1 234 211 291 352 732 224 294 33,6 230 19.2 284 33.4 230 788 284 33.4 230 �}
14. 48.8 268 40.6 230 30.0 260 424 225 334 260 37.5 ?21 28.2 758 34.1 218 280 288 31.8 215 23.4 268 28.0 212 195 260 28.0 21P 18.7 268 77.7 209 14.6 258 27.7 208 Z �y m
72 k1 38.6 226 37.0 7116 300 225 322 101 25.7 223 284 1118 ?26 275, 258 705 20.0 225 23.6 182 180 725 221 180 15.0 225 203 1TT 128 226 106 176 11.3 225 19.8 176
711 in 30.6 2RL 32.0 777 Ts.S 202 27.2 173 21.9 202 23.8 170 19.2 202 21,8 167 17.0 202 10.7 105 15.3 202 18.4 161 128 202 18.7 160 10.9 202 iS9 158 ue 202 Me 158 � � �
781n 283 102 28.8 1011 23,0 702 15.1 185 201 187 22.0 162 17.7 192 19.7 159 15,7 192 1111 1ST Y4.2 1P7 10.8 156 11.8 197 15.2 152 10.1 102 14.4 160 89 192 14.2 160 ¢ V) r d.
goon, 185 1' 119.0 128 164
144 10.1 128
9691 152 127 75.8 113 z z N O
¢ � z ZZ
TABLE 28 LO "a
AnehorCa ae Tablo Ib9 ANCHOR CAPACITY ADJUSTMENT FORMULA: 1rv'7,
S.oalroiC 2.7k Concrelo 3.5k Cone.I Hollow CMU ANCHOR OAP.,,,•,,,,
F41W CMU PT W!012
111,116D
Melon (OP,,,)X� -ANCHORGAP-, LU X� N � �
Yir Elco 174'SS Eiea St1a'EW 114'88 Eka 710 814ei 2 Hied ON CAP.,„,,,,,AnciwrTypo: 371s`EIw Uiltacon 114•Eeo Ulaacm 311V Eiw Unmcon iN'Etc.ullm. AgercGalgr UBocon A ,tor Soraw(057m,(051 USE THIS FORMULA TO OBTAIN THE'ANCHORAncharCllppattema Unman „�Ey7e Ottianc.qn): r 2-ur r 2•Ur 3-178• r 2-ur r 24W r 3-118' r 0.45' .324' CAPACITY REQUIRED'CORRESPONDING TO ANQEmoedmenl lkll: 1.94• 1,Y4' 13!4• 1J14' r 1.110' 1.114' 1.1H• 1471` 1.174' 1114• r 1x18• udea ACTUAL PRESSURE REQUIREMENT FOR THEzAnctwn�4.rs•MktO.G.rainn6am ar ascialp7R0.f): 394(bs 3fg(. a50 ma 6801. 1644 oe 2709ss 2807ba 3541. 740794 37415, 6619L5 941119, 341911 1101. OPENING,WHEN IT IS LOWER THAN THE MULLIONa°�"OaG4 Andras®1.15•Mb.O.G.181eMaN(or Olgeq alp(Fig,2): 480 Ib4 7001. NIA WA NIA WA 760 ios WA WA WA WA WA 882 Ra 20 toe CAPACITY(FROM THE TABLE)OF THE SELECTED4 AnotwoQ r h1h O.G.110)2.5"alp,I(Fig.3): 700bk 7001. 880). 1560 t6, 1898 bs 5409xi bW roe WA 7001. 7481. 6001. 18921. 882 Wa 20 msMULLION,IT WILL YIELD A MINIMUM ANCHOR
2 Anch.m 0 OAV Mm.O.C.t U4781,Nto.125Aiom.(Fq,4): WA WA WA I NIA WA WA WA WA WA WA WA WA 115 e, CAPACITY WHICH MAY BE USED TO QUALIFY
s 1951. 2251. 4450, anlbs 135 es 140). 1771. 3701. 1871. 337.). 1791. 17q es 800, ADDITIONAL ANCHOR OPTIONS FROM THE
„ 3501. WA WA NJA WA 580 Wa WX NtA WA WA WA 341 bs 80 @s ANCHOR CAPACITY TABLE,
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: �7-- TABLE NOTES: PRODUCT RBVISBD
A mnlance wi01h9Fltrid9
1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Building Colo
• ` SEE SHEETS 2>4 FOR GENERAL INSTALLATION METHODS. --j 1.000' �-- Aodeplion 740 1 'p2 •D�
Explralion!}alc J
F - 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. By
FIGURE 3: Miami tmduc!
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2 000' t I I I
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23.
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. \I-�N\0�'(LYNN 4ilr
ANGLE CLIP MUST BE USED IN PAIRS. .;�r�'t.•'4tCENSL `�tp
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 376• P
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED '
FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.76 AND BE A MINIMUM OF.125' tdO.5&'105_
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1'X 2•X.376"MULLION
LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND -•U 'R-
M THE MATERIAL#10 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. r'A0 S,.yrs F IU,Y
~•fir`•'•.A,(ORIOH,.•' ��,.
A.LYNN MIl111E)i,P.E.
FL P.E.#58705
TABLE 3A
Mullion Capacity Table Ibahe) n
Opening Width(for wrticaly-sperlrirg mullions)orOponing Height(for hofl2onlaly-speri irg mullions) � Q
301n 60 In 701n 501n 901n 1001n 1201n 1401a wo In p
1 x 2.7611 Ro IingAw Tmp'7rlong. Racl.ngda Tmprrdang. Mdangda Tropm-no Rectlnad.r Trap/Td q;. Recrengula 'Dwrflang. Reclagda Tmp/rdang. RaWagda TrWTdap. Rectangular Tmp•rdang. Rmtan0da Tnp/rdang. cs
Loaning Loedog Loadrq losing loadn0 loading Losdng L dm Loading L-din Loafing Loading loading toadn9 Loading Loafing LOWng Loadng �Y
,376 Alum LL
Tube
Mullion c"I
zt--
/21n 170.0 620 170.0 435 110.0 711 170.0 470 170.01 060 170.0 500 170-01 992 170.0 519 170.0 1118 170.01 621 170.0 1210 170.0 521 148.71 1301 170.0 621 127.51 1301 1'170.01 521 111.6 1301 170.0 621
45 In 170.0 700 170.0 824 170.0 850 170.0 584 170.0 072 170.0 We 170.01 113] 170.0 661 151.8 1139 170.0 677 138.6 1139 170.0 080 113.9 1139 170.0 680 97.6 1139 1 170.0 I 600 65.4 1139 1740 680 _
509251n 170.0 747 170.0 567 170.0 090 170.0 631 187.0 1032 170.0 684 1468 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 179.0 755 979 1032 170.0 759 83.9 1032 170.0 759 73.4 10]2 170.0 0
756 m 0
��
797 170.0 012 let.3 007 170.0 891 130.2 907 104.7 730 t20.0 007 1625 720 107.5 907 145.0 714 96.8 901 141.1 710 80.0 007 140.0 709 64.1 007 110.0 700 00.5 901 140.0 709 m O
541n 170.0
(7
80M 141.1 735 I WA 625 117.11 735 130.3 611 100.6 735 1 116.01 609 58.2 735 106.7 690 7a.4 735 09.5 603 70.5 735 95.1 575 Sah 735 91.5 574 50.4 735 01.5 574 44.1 733 91.8 074 F t0 J
63 In 121.9 1180 130.0 570 101.6 888 111.5 557 07.0 656 00.9 547 76.2 666 90.1 530 67.7 688 83.9 631 50.9 566 70.6 520 50.8 660 76.0 521 43.6 WS 75.6 521 30.1 880 75.0 621 `2 U
-fish 106.0 601 1124 an 88.3 607 00.1 311 78.7 007 BS.O 501 68.2 607 77.1 493 589 801 71.5 168 63.0 007 079 101 11.2 001 83.1 178 37.9 607 02.7 {7{ ff.122
414 Z d
9
RN 81.6 510 85.8 443 6S.0 510 73.0 IK 85.3 10 81.3 426 51.0 510 67.9 419 114 510 07.3 413 40.0 510 50.0 408 34.0 510 45.9 402 20.2 510 44.4 399 399 -1
7 70In 69.4 458 72.5 400 57.6 450 51.7 392 40.6 450 64.1 385 43.4 458 49.6 -378 35.6 450 44.6 373 34.7 456 41.6 368 26.0 456 37.7 362 24.8 458 36.0 369 350 J J Z
g 78 in 64.2 435 67.0 381 53.0 435 58.0 373 45.9 435 49.6 3511 40.1 435 44.7 360 35.7 435 40,9 335 32.1 435 30.1 351 26.8 435 34.4 314 22.0 435 32.6 M1 340 a = 17
H Q Q
go In 41.6 327 43.1 200 M.a 327 30.4 295 29.9 327 31.a 280 26.1 327 20.3 27S 23.2 327 25.7 171 20.9 327 237 283 17.1 327 21.0 282 14.0 327 10.3 268 ti Z N
981n 31.1 287 35.4 287 2d7 281 20.9 252 24.6 287 26.0 248 21.3 287 23.1 244 19.1 2&7 20.9 240 17.2 287 10.3 237 17.1 207 16.8 232 H M�p �..O
A OD
I081n 249 227 21.7 205 20.2 227 20.6 201 17.] 227 10.0 198 10.1 227 10.0 105 ELI Lf)
_
111 In 22.3 213 22.7 191 10.8 215 10.1 191 15.0 215 10.6 ISO N X
U
12ob nL .a 164 v.e te7 U X a 0 0
TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: a d e- Z mU) (q
Anchor Co a Ity Table 0bal
ANCHOR CAP.,,e,,,,,,•
su0elrele: 2.7kC-1d. 3.5kCano. Hou"cmu FOedGMLI Prwwe Melel (DP)X( )=ANCHOR CAP.,,, fY
917 Eko 11P SS Elco 5116'Elco 1N'SS Eko tl10 Slaol 612 Slwl 612 Slee/ MULLION CAP.,o,,,,,, $ !0V
Anchor Typo: 3117 Elco Ulu- 114'Elco Ultra- 3110•Eko Ulbwon 1N'Eko UlUecon
AnchorClip Patterns UlUecw A99re1'..lu ullncon AB9re0alor Screa(GS)9amn(GS) suer(05) USE THIS FORMULA TO OBTAIN THEA O
Edo.Olslanca(in): 1• 2-Irr V 2-1? 3.116' r 2aR' t• 2-trr Y 3.1187 r 0.4v 0.54• 9021• CAPACITY REQUIRED'CORRESPONDING TO AN
Embeftw6nl 1.374' 1-314' 1.314' "4' r 1-114• 1.174• 1.04• '1014' 1.114• 1A1• r lalc 1-310• lark. ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchors 64.75-Min.O.C./Slaldmd a 01f$d CUP(Fig.11 390 bs 390 W. 450 lbs 890 b4 16441w 270W 2801w 354 me 740W 3741w 5641ba 948th 34 IM 4421m 5501w OPENING,WHEN IT IS LOWER THAN THE MULLION
/Amhma®1.16'MIn.O.C.I Standard(or O[sep C9P lFq.2} 460 bs 7001. WA WA WA WA 3601tu WA WA WA WA WA lg2lta 8861. 1120 tw CAPACITY(FROM THE TABLE)OF THE SELECTED
a Ancbaa®W Mn.0.C.1(212ati An9k CYpa/(Fq.31 700 0s 700 ba Goo ba 15601bs 109815s 510 b4 560 lbs WA 7801. 710160 9001. 19921. 682 be 8851. 11201W MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 Anchors 0 0.15•Min.O.C./Uclq,kllo.125'Abm.(Fq./): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 7151. CAPACITY WHICH MAYBE USED TO QUALIFY
1 Ancrw I F-CHP(Fig.5): M 164 105 Bo 225 b1 4!5 IMUS 822 b1 135 bs 1401. 177 bs 37016s 197160 3321bs 4731bs 170 L3 2211W 2801w ADDITIONAL ANCHOR OPTIONS FROM THE
2 Amhore 01.15'Min.O.CI FLllp(Fig.5): 24U w 350 b. WA WA WA WA 1901w WA WA WA WA WA 341 be 4421. 5801. ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. (:�CIRCLEO VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODUCT REVISED
os wrnplyin0 with the Florlm
Building Qx1c
Accepla0w No Ire O'1.�8•�'
FIGURE I: FIGURE2: TABLE NOTES: Bxpilatiml Dau �QZI
1.000' r-
• • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, IryL ( da hOducfl Canhal�
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, ��551
FIGURE3:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760• . �i��,.•'t,\CENSC '•,Fr
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
• • • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. rl
No.SO7G5 -
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 600.WOOD SHALL BE PRESSURE-TREATED '375• •'LT', Q��/ R
FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF.125• _T '-}� 41
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT V X 2.75'X.376•MULLION
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND .........
CC • O •'`C2�;
THE MATERIAL N70&N12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S.
Q!4FLll .
FLP' #58705
TABLE 4A
a n
Mullion Capaotly Table Ibe1Re
Opening Wldth(for lergea*&parirgm0loro)orOpsningHr(gInt(for tvJzDria97-5p8rri mlNom)
501n 00 In 701. 606, BO in too In 1206, 1406, 1606, O
Racinguiar Tteprtdwl9. Rectangular TmpfTf.V. Roctarrglw TropTiarn9. Rectongdn TrepiTKsnq. Rclanpular Trap7Tdw*. Rectangdar Tmpfrdmgp ReMtnguier Trap?timg, Raotengufm TraprTdan9. Raat.oular 7rapRdng. O�Q
1%2.78% Coating Costing Loafing Coating Loafing lnadng Loafing Loadne Loadap Loedry Coating LuftLoanTal9 Loacin9 Loadng Loadng Costing Losdn9 4'
w
.66 i cS Z'7be
Mullion
2Y d N
z � m
42in 170.0 I 620 1701 435 170.01 744 170.0 476 170.0 868 170.0 Sob 170.01 092 JITOV 519 170.0 1118 170.0 521 ITC0 1 1240 170.0 621 170.0 1458 170.0 52t 158.7 1820 1T6.0 $21 136.8 1820 t70.0 521 .:J W
481n 170.0 708 170.01 524 170.0 650 170.0 584 170.0 992 170.0 630 170.01 1133 170.0 661 Voo 1275 170.0 077 170.0 .1417 170.0 880 141.7 1417 170.0 860 121.5 1417 170.0 680 106.3 1417 170,0 fig0 : x
50.625 In 170.0 717 170.0 663 170.0 896 170.q 831 170.0 1816 q0.0 664 170.0 1195 170.0 723 1626 1259 1700 747 146.3 1268 170.0 756 121.9 1268 170.0 758 101.3 tt66 170.0 750 91.4 1288 170.0 760 W 4 B
546, 170.0 707 170,0 012 170.0 958 170.0 691 170.0 1116 170.0 754 160.7 1130 1700 803 t309 1130 1700 837 1206 1130 170,0 656 100.6 1130 170.0 651 60.1 1130 170,0 801 76,3 1130 176,0 801 im
606, 170.0 665 170.0 701 146,5 915 162.3 701 125.5 015 144.5 746 100.9 915 132.3 735 97.6 916 123.9 726 87.9 915 110.6 720 73.2 016 114.4 715 62.6 915 114,0 716 $4.9 015 114.4 715 1- J
{, 631n 151.8 530 151.0 710 1265 630 136.0 804 1065 630 1232 681 04.9 630 1122 670 64.4 830 1049 602 75.6 830 09.4 668 63.7 830 944 549 54,2 030 04,1 049 `:A 830 04.1 040 � (0j
y 0613 132.1 757 140.0 650 110.0 757 119.8 630 04.3 757 1054 024 82.5 757 08.1 614 73A 757 89.1 808 864 767 842 600 $5.0 757 79.0 693 47.2 757 70.2 691 41.3 757 761 591 ? Q g m
721n 101.7 636 100.6 562 84.6 630 91.0 540 727 030 60.1 630 63.6 Me 722 521 56.5 838 68.6 514 60.9 036 62.3 608 424 638 572 500 36.3 530 55.3 497 31.5 em 65.2 497 5 r"cZ
706, 66.5 571 00.4 498 72.1 571 704 408 8. all 07.4 476 64.5 571 609 471 489 571 554 404 43.2 571 614 450 38.0 571 47.0 451 304 571 44.0 447 27.0 671 44.6 446
7001 80.0 542 83.4 474 68.7 542 70.8 405 57.1 542 62.1 456 60.0 542 55.1 449 44.4 542 51.0 442 40.0 542 47.6 437 33.3 642 429 429 28A 542 40,8 425 25.0 642 40.1 423 1--
90
- •� Q N O
901n 52.1 407 63.7 301 434 407 454 355 37.2 407 30.6 349 326 407 35.3 343 249 101 32.1 336 26.0 407 29.0 334 21.7 407 26.1 327 16.6 407 24.1 322 16.3 407 23.0 319 Q Z ^
IQ N 42.0 358 44.1 320 35.6 358 37.2 314 30.7 356 32.4 309 25.8 150 28.8 304 25.6 155 20.1 300 21.5 358 24.0 298 174 356 24.0 289 1&3 3511 10.2 284 D X
1006 301 283 34.11 266 25.1 263 26.0 251 21.5 261 22.6 241 We 253 10.9 244 18.7 283 18.0 240 15.1 283 16.5 237 W to
1l1 N 27.8 287 26.3 242 23.1 287 23A 236 194 267 20.6 235 17.3 267 163 231 15.4 267 10.5 228 N
120in 22.0 229 22.3 200 18.3 229 16.6 203 I5.7 220 16.2 262 Q Q Q O
TABLE 4B d m0) to
ANCHOR CAPACITY ADJUSTMENT FORMULA: a-S O
Anchor CB 9cl Table Obs) ANCHOR CAP.,„„•„ a mQ.
8ubaimta: 2.7k CMnctata 3,5k CMOs. Hatton CMU Fdod cMU PT Wmd Meia1 (DA)X11 }=ANCHOR CAP.a,
d10-E" 1/4.88 Eko 5118'Elco 16,.86 61co 810 Sled 912 steal 812 stud MULLION
AnchofCiipPatteme A hwry�' 3/15EkoUlOxon 1N`EkoUlgacan Ulbacm 3'IB'EbaUlbocon 1n•EkoNWcon AggmCklx UIOMCW A091eGalm 6aawIGS)soraw(G5) scrow(G51 USE THIS FORMULA TO OBTAIN THE*ANCHOR
Edge 014180-39(6,y 1• 2•I7r I- I 2-IW 3.11W 1' I 2-Irr 1• 1 2-Ire- r 3.115 r 0.48' 0441 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
Em5c4.efl iNy taro' 1.314• t-314' 1-314' 7 1.1/4• 1 1-174• tar/' 1.1/4' 1.114' 1-1/4• Y lava far6• -1. ACTUAL PRESSURE REQUIREMENT FOR THE
2 AnclWta®4.75'Min.O.C.I SlandeM orOOsd Qlp(Fp.IS' 3909>e 39010. /50W ego ITA 15
1614 WS 270 . 1801be 354&4 71016e 374Iro BB/IM WibaBIba 341 -r42-1b. ft OPENtNG,WHEN IT IS LOWER THAN THE MULLION
4 A.ahora 0 Lis Stan,O.C.r standtal for Oftel)Cop¢p.27 4801b3 700 Ox WA WA ?VA WA WOW WA WA IVA WA WA 662 We 6851 1120 Ibe CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Ancrore®3•Wn.0,0.1(2)aS Angle Cope l ffq.3y 760164 lea 1101 mom lmo ins 1696Im �NfA
ib. 560(be WA 7601be 7451h "a Ut, 09210. 692 9n 88 1120 ft MULLION.IT WILL YIELD A MINIMUM ANCHOR
2Arohon O 0.45•WL O.O.1 UCBp,Into.12Y Akm.(FI9.4). WA WA WA WA WA WA WA WA WA WA WA WA 71610. CAPACITY WHICH MAY BE USED TO QUALIFY
iy 495 OA 105lbs 226IN 445Ib6 872 t6a lbs 140(Ile 177 NO 370 ids 10711m 332ISs 473 the flo 1x4 2211bs 2801M ADDITIONAL ANCHOR OPTIONS FROM THE
z A.M. t.15'MN O.0/F.41p(Fb.ey. 240 we J50 P. WA wA WA WA 1B014s WA WA WA WA WA 311t M216s 560 Ws ANCHOR CAPACITY TABLE,
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PROOUCT RFVISBD
:u rnmplyin8 wish the Fits"
But 1"9 0
03
FIGURE I: FIGURE 2: TABLE NOTES: Ac'dptanwN.«r4 �'
--f 1.000` �--- 133p17alianl3atM -320911,
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. Mtam da F�
1\11 f11/
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3: :�l•Ct�p•"'.....,,'(� i�r
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2,760• 4�, '41GENS( •.,+j1 !,
. • * HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23,
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. \ 't`: 140.55705
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED :Q' ¢
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 050
t/ �� Lo
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083.75 AND BEA MINIMUM OF.125" S ATL Or Wit/
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT FZ ORtDF'.,- ~�•
I I •I LEAST THICK AND 138.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75"X.650'MULLION ',.�,C�1 •••.•..•' C2
• � i I {{ • ! THE MATERIAL#10 81{12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 'S`�/014 1,.�
/(I,IIIII1'1
A.LYNN MILLER,P.E.
FL P.E.#58705
TABLE 5A R
Mullion Ca ao Table Ibeffi
rg w x� A
Opening Width(for 4erGcalyLsperrimUlions)or Openin Hoight(for hodmilagy-spaMrg mUlioria) ��G
50In 601n 701n so In go In 1M In 120 31 1401n 100 in
Roctangular Tmp7Tdung. Roctnnp/ar Tre".V Reclmgd. nwndu,g. ReGwgdar T-01-aag.
R..111 0. TreplTd-9 PeGergdar Trap-Mang. Rectengder TiaprlAenp. Roo plat TraplTAdng. RoolangWar TreplTdang. cc
1"x3.126"x Loadng Loafing lnedn9 Loadng Loadalg Loafing Loadn9 Lcedng L-Ung Laedno Loafing Lwdng Lcadng Loadng Loodug Loafing Loadn9 Loafing sy,
.500"Alum ., .-, .8 ,'.-- .. •Fd .. ,. £
Tube Mull ?B 73 g �. �� B �. �. N
vg� 1g� ¢p 73 LoM
s� _^ fl � S 3� i� 1 1 30 �^ saw ism 3 �^ s �- g > �^ zon L
N
421. 170.0 020 00.01 435 170.0 744 170.0 470 170.0 Boa 170.01 SW 170.0 982 170.0 518 170.0 1116 t70.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 154A 1 1802 1 170.0 621 J W
481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 1 170.0 630 170.0 1133 1 170.0 Bel 170.0 1275 170.0 577 1 170.0 1417 170.0 550 157.7 1577 170.0 600 135.1 1577 170.0 680 118.2 1577 170.0 080 0 _
5G.625 In 170.0 747 170.0 563 170.1) 596 170.0 631 170.0 1018 1 170.0 684 17D.0 1185 170.0 723 170.0 1945 170.0 747 170.0 1494 170.0 750 141.7 1495 1 170.0 758 121.5 1495 170.0 756 100.3 1495 170.0 766 W O a
541n 170.0 797 170.0 612 170.0 958 170.0 BBI 170.0 11181 170.0 764 170.0 1275 170.0 003 186.1 1401 170.0 837 149.5 1401 170.0 056 124.0 1401 1 170.0 801 106.6 1401 170.0 661 93.4 1401 170A 881 c
601n 110.0 005 170.0 701 170.0 1083 170.0 797 150.5 1166 110.0 878 138.7 1150 167.0 028 123.3 1158 160.6 017 111.0 1011 140.7 910 02.5 11601 144.5 003 79.3 1158 144.5 OM 69.4 1156 144.5 003
63 N 170.0 930 170.0 745 159.5 1040 170.0 BM 137.0 10111 155.5 850 110.8 10491 141.7 848 106.5 1049 1320 630 95.9 1040 125.5 028 70.9 1049 119.3 020 00.5 1019 115.9 619 58.9 1040 115.9 519
3 68 In Iwo 955 170.0 78g 139.0 955 161.3 601 119.1 955 133.7 788 104.2 955 121.41 775 929 955 1129 765 03.4 055 106.4 757 09.5 DSS 99.8 740 $9.0 855 00.7 746 521 965 98.7 748 ? aW g m
c '
72n 125.5 003 134.91 697 107.01 8M 114.9 002 91.5 003 101.1 (170 1 00.3 SW 91.2 059 1 71.1 1 503 63.0 048 1 64.2 1 043 780 842 1 63.5 803 721 832 45.9 1 007 1 69.8 628 40.1 003 89.7 027 j U) �1 U SZ
70 In 109.21 721 114.1 829 81.0 721 07.0 018 78.0 721 85.1 60 68.3 721 70.5 595 60.1 721 70,1 588 64.0 721 85.4 570 45.5 721 50.4 589 39.0 721 66.6 584 34.1 721 60.1 563 J J
Q a� V
Is In 101.01 654 105.4 599 64.2 664 1 09.4 557 727 e 75.4 516 0V 684 70.4 557 56.1 681 64.4 550 50.5 684 599 551 421 601 54.1 541 36.1 664 51.3 536 31.6 684 50.6 534 Z
w M 05.8 514 87.0 /58 64.8 514 57.3 448 47.0 514 50.0 440 41.1 514 44.5 433 36.5 514 40.6 427 329 514 37.3 421 27.4 514 33.0 412 23.6 514 30A 405 Me 514 29.0 403 Q U) Z co 0
Den 64.2 {52 55.7 404 452 452 47.0 396 36.7 452 40.0 300 33.9 452 30.4 301 30.1 452 32.0 370 27.1 462 30.3 373 22.0 452 20.8 385 19.1 {52 31.2 360 18.9 452 22.0 355 LLx3
108 n 38.1 357 38.9 322 31.7 357 32.7 317 27.2 357 20.4 312 23.8 357 25.2 305 21.1 357 22.7 3M 19.0 357 20.8 299 15.9 307 10.0 293 13.6 357 18.2 287 11.0 357 15.0 283 W _N
III In 35.1 330 35.6 304 29.2 338 30.1 MI 25.0 338 20.1 208 21.9 370 23.1 292 19.5 330 20.0 258 17.5 336 1g.0 284 14.0 338 18.5 216 12.6 330 14.0 273 Its 330 13.8 269 cM 03 N
1201n 27.7 200 28.2 203 23.1 269 73.7 259 10.0 209 20.5 250 17.3 289 10.1 252 16.4 200 18.3 240 13.9 289 14.0 240 11.0 2BB 12.0 240 B.0 7A9 11,1 238 8.7 289 10.4 732 U x Q
TABLE 513 ANCHOR(CAPACITRY CADJUSTMENT FORMULA: � r
O s0
AnchorCe acl Table ba (DF,)XANCHO
Sutaaa 2.7a Cade 3SkCone. OOZ
Slte'EllO 114.59 e1co 8116Elco 11rw Elco 01OSted M28hs1 912 Bleel MULLION
Anchor Cllp Pettoms Anchor Types 8/1E Euo unrsm WE1c0uaracm S'16•FJca Uxnsm 114'Eko Unrdcm � (5) ((35) USE THIS FORMULA TO OBTAIN THE'ANCHOR
UArdcm EIc Ueracm A nXtdor B[aaN(C�)BCrpr 0 6crerl
Edge Dstaree On) 1• 2-112 19
2-11r 318' I. 2-111 1• 2-11r r 3-18• r 0.48' 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
Em6ednanl n V3140 1314• I-W4• J Vr r VV4• 1.114• 1.174' 1-vr 1.114• 1.114• r tare' I've, sake ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anch-49 a 7Y Min O.C.I Slandab 0103x1 V. 919 1y 3M Ws 3w Im 450 Me Boa to 1644 Ib3 270Ibs 280 Re 364 IM 7{011n 374 Ws 6611.3 w6 w341 In 44210.3 MO1)n OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Antares®1.15'Mn 0.0/Btm M d(a OM-i)CDP 00 27 ABO Wes 7M IM NIA WA NIA NIA Sao ma NIA Nw WA WA IVA 682 Be 065161 1129 M6 CAPACITY(FROM THE TABLE)OF THE SELECTED
4Arctnrs®3'Mn.O.C.I 2,5 AIgle C9ps I(Hg 37 78D Ws TM On 600 Ws 15M Be 1896 Ws 64010s SW Ws NIA 7813 ate 748 M 1160 Ws IBM Be 662 os 685 us 1120 bs MULLION.IT WILL YIELD A MINIMUM ANCHOR
3Anclors 190.45'Min.O.C.I UC ,InIo A25'Alum.(FC 4I NIA WA NIA WA WA NIA WA NIA WA NIA WA WA NIA WA to73 we CAPACITY WHICH MAY BE USED TO QUALIFY
1Alcter/F1CB)(R94 1B61m 105U 7150- 4450.3 822 ns 13SWs 140 We 177 Ds 370 Me 187 ets 33210.3 4739e 170 Ws 221 as 280 xa ADDITIONAL ANCHOR OPTIONS FROM THE
2AMron 91.1Y Burt O.C1F p6) 2A01)n 3M Ws NIA WA WA INA 1w we NIA WA NIA WA WA &1Ws {120.3 SSO 1)a ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PI(ODUCT RRVISIID
m complying wi h Ow Florida
1-1.0001-1 Building Coda
*0vFIGURE 1: FIGURE 2: TABLE NOTES: Acv Woe
pamrca I4u«v'b 21$.0,
fntial Dale
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. Mi Dd4e PM&Xt'
11(111111177
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3.125' J/
\� ON,.LYNN ((
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. \ ��,'�1GGNSr•'••F'P i
• • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. C '•11('
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -`1':; Nlo.50705
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '500' _ a r (Y741
_
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED '.•0 '• •
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' ''f) S
1'X 3.12 X.5'MULLION :(7
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT (1'VF MULLION) ^( ..FLUR10��•••�V
LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYONDL\0
THE MATERIAL.410 8412 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 117 X11 Ui�� 111
A.LYI�W&L1ER,P.E.
FL P.E.#58705
TABLE 6A •�� �
Mullion Capacity Table(lbsBld)
Opening Width(for terlics"parc{ng muttons)or Opening Height(for hof ontely-sparring mullions)
601n 601n 70 In 601. 901n IW In 12oln 1401n i601n iVF
Redorigular Tiaprww. Redengufar TmWftaw. Rodangul. T1epr!Heng Redengi4er Tnepadmil. Roolengulaz Trop(ldeng. Real.01.r Tmplrdang Redangulet Traplldang, Remnguiar Trawden9. Reoienguler 7tap7Tda,g. �
1 K 4 x.326 Laedng Lwul.g Unedne Laedng Loadog Loading Loading L_,n9 Leading Loading Lading Loading Laadr,g Loadrp Loading Lowing Loading Laadn9 Rx 4 cwt
Alum.Tube
Mullion
Z
42h 170.01 620 17OLO 418 170.0 744 170.0479 170,0 age 170.01 we 170.0 992 170.0 ate 170.0 me 170.0 521 170,0 t240 170.0 521 170.0 1406 INA 821 145.6 1489 170.0 62t 127.6 1469170.01 621 1
0
.S
401n V0.01 705 170.0 624 170.0 830 170.0 584 170.0 092 170.01 630 170.0 1133 170.0 681 170.0 1275 170.0 877 168.3 1303 170.0 660 40.3 1303 170.0 ON 111.7 1303 170.0 800 97.7 1363 170.0 660 _
[76
n 170.0 747 170.0 603 170.0 898 170.0 631 170.0 1046 170.0 864 f70.0 1190 170,0 724 108.1 1235 17a0 747 140.6 1216 170.0 756 117.1 12M 170.0 768 500,4 1235 170.4 766 87.8 1235 170.0 758
00
7 0
170.0 797 170.0 852 170.0 BSB 170.0 801 170.0 1119 170.0 764 161,0 1168 170.0 603 NT1 ff66 170.0 631 123.5 ilea 170.0 656 1029 1103 170.0 081 a8.2 1155 170.0 661 77.2 1168 170.0 681 m p O
170.0 865 170.0 701 We.? 1042 170.0 797 142.9 t042 151.1 W2 125.1 1042 145,7 816 111.2 1042 136.8 601 100.0 1042 00.2 791 83A 1042 126.1 782 71.6 1042 120.1 782 626 1042 125.1 782 (O J
170.0 930 1170.0 743 161.2 902 183.0 016 t29.8 992 144.4 799 113.4 992 131.0 782 100.6 082 321.4 166 90.7 002 114.8 768 789 992 108.4 745 64.8 992 Ilea 744 50.7 802 148.0 744
{, 164.4 947 170.0 799 1379 047 148.0 756 116.1 047 130,0 766 10.1.1 017 117.7 732 91.9 047 1067 736 62.7 917 102.2 721 06.9 917 DS.Y 713 69.1 F7 91.0 711 61.7 917 91.0 751 Z V
135.9 618 1427 737 1132 849 121.6 722 97.0 819 106.9 708 54.0 610 80.4 806 759 840 08.7 dee 87.9 049 527 676 699 619 T6.J Me 40.6 049 72.6 052 426 619 72,1 661 W '6
_ 115.5 762 120.7 606 983 762 1020 652 82.6 702 60.0 640 72.2 762 80.9 S29 642 762 142 620 61.8 762 69.2 813 48.11 762 62.8 602 41.3 762 69.9 607 36.1 762 69.4 695 J OLj v Z
m Q _1 -4
29106.9 724 111.4 034 89.0 724 949 621 76.3 724 82.9 800 68.8 724 74.4 820 59A 724 88,1 591 63.4 724 83.4 583 44.6 724 573 573 382 724 64.3 667 33.4 721 63.6 565
69.6 643 71.6 403 68.0 643 60.7 474 40.7 643 529 456 43.5 543 47.1 468 38,6 543 42.8 452 34.8 643 Y9.6 448 20A 043 31.9 438 24.0 613 321 430 21.1 543 30.7 42a 57.3 478 58.11 427 47.8 478 49.7 419 40.9 418 432 412 35.8 476 38.5 400 31.8 476 34.8 /00 28.7 476 320 395 23.9 478 23.1 380 20.5 476 25.6 300 179 478 212 376 )-- 110 W 40.3 177 41.1 311 33.5 377 34A 336 28.0 377 30.0 330 25.2 377 209 325 22A 377 24.0 321 20.1 377 22.0 317 16.6 377 19.0 310 IIA 377 17.1 701 U)37.1 367 37.8 323 309 137 N.6 318 28.6 Y37 27.6 Jl3 233 357 24.4 309 209 367 22,0 305 16.6 357 20.1 301 15.4 357 17.1 294 w X X
120h 78.3 308 289 270 245 308 Z6.! 274 2f.D 300 21.7 270 56.3 306 102 287 i8J 396 iT.i 28J V
X
1441n 17.0 212 172 108 4 O O
a � z m LD fn
TABLE 6B Anchor Ca acl Table 16n ANCHOR CAPACITY ADJUSTMENT FORMULA: a
ANCHOR CAP.,,".,,,,•,
SubaBale: 2.71 C"Wo 3.5W Cone. Hoc-cmu Fled CMUF.612
Wood wed (DP.)X } ANCHOR GAP.,,,
5718•Elco 171•SS EI o RNIB•Elco 154•BS EhO 912 Sleel 612 Slael MULLION CAP.,",,,,..,
Anchor Cllp Pattern• Amlw Type: Y16fI..UUew. 1141 Eke Uflwon Ulroam Yte•Eleo tgaacon 174•Eba UBrum AggroOe:a Ullwon Agg..Glatar Scrow(OSy Saraw(05) USE THIS FORMULA TO OBTAIN THE*ANCHOR
Edge I2slanca M): 1• 24IT 1' 2-Itr 3.116• 1• 2-117 1" 2.117 2• 3118* 2• 0.51• 0.124• CAPACITY REQUIRED•CORRESPONDING TO N
En ednent Sh): 1-14• i4afe 1^Y4• 1.54• 2 t•v4• tail• 1-114^ 1.114• 1.114' 1414• r tare• >e:•s AGTUAL PRESSURE REOU)REMET FOR THE
2An.h-56433 Min.O.C.I St"wdor06ssl Clp(Fig.1821 398 bs 390las 4501b4 690144 1044 lbs 270 We 2801bs 3S19:µ 74006 374[be 6641be 046 We 442 We SBO b4 OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Andam 49 2.25 Min.O.C.I Standad(a Olaei)C6p(Fp.3}: TOO 9µ 700 be 580 bs 14t0 ibe emu ma NIA 560 IN PJA 6308. WA 680 lb. WA 865 lb. 1120 Me CAPACITY(FROM THE TABLE)OF THE SELECTED
8 AmhomC1.15 MM.O.C.I SlaWard(or 02M)Cllp(Fig,41 060%3 14001M WA WA WA WA 700144 WA WA WA WA IV17tolbs 2240 b6 MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Anchors It l•h8noal(2)2s5AnOk Cis 11Fq.6}: rsatba lea b• 88o lbs 155}144 fa9e R. 540 hu. S801M WA 766 as 110144 88015s 1897144 ees to t12o b4 CAPACITY WHIG MAY BE USFA TO QUALIFY
8 Anctwa Q 5 W.O.C.1(2)205 Angle Clip I ft.6): 1170144 11701M 1020 Let 2340 We 2614 W 810 bs 010144 WA 11401%4 1112W 1320144 28M IM 1022 lea 1327 lbs 1680144 ADDITIONAL ANCHOR OPTIONS FROM THE
4 Arc11ona a OAV V*L O.C.I UCip,Mlo.125Aiu e.lFig,7): WA WA WA WA WA WA WA WA WA WA NIA WA WA WA 14J0 tM ANCHOR CAPACITY TABLE.
2 Am"®2.25 Mtn.O.CJ FCOp(Fig.B7 35O kn 350 IM 290 9n 70S 161 478 W WA 280144 WA 315 go WA 4,1 WA J41 Rµ 442 We 560 We PRODUCT'REVISED
4 Anatwrs 1.15•MN.O.Ct FCgp{FID,g} 480144 7410IM WA WA WA WA 380144 WA WA WA N1A WA eat 0µ 685144 1120144 as colupiBuilding lna wiUl Yw Flaid•
1.000 Bctvpuuj de}(0••G218.a
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. "I h"•• Adce mac IVa
BKpiralion Det* Wtj
TABLE NOTES: By
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE Ig Miem! dolor !
• • • • • • ® • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,SEE \\U 5 N I TI
• • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \i\�q\a 111��if/
• • • • • • • • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ".,¢•.•'4\GBNSF ^.,
4.000" 1( ..
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES''' P1o.611705
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW
FIGURE 6: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. '•a. T1!
4� •. R;v
• • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED ' STI\1' Wit/
• • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED YELLOW 126• `1,C� t: P .N,
LOR@,,
• • SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"THICK.STEEL '�1'8*'
ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A36STUDS OALL ANCHORS EA iNI TO ME AE 33L SHALL EXTEND 45-THICK AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#t THICK0 GAUGE),STRUCTURAL STEEL TO BEAT UEAST.125- Q1J�1jI\i 1111•+
#12 ANCHORS INTO W000 MAY BE STEEL,16-6 S.S.OR 410 S.S. 1'X 4•X.125" A.LYNN MILLER,P.E.
MULLION FL P.E.#58705
o
TABLE 7A M }�
Muhion Ca act Table IbaMl 9 �y� �j
Opening Width(for toricauy-spamifg fritmons)crOpening Haigbt(forhaii rtaay-speru"mutlorts) "t
SOI. 00 M 701. BOM g0 in too In 120 in 1101. 1001. $ O
ftt4onom T"finnp, Rectanvlar Tfwmmg. Ra<fanpdu T1*1111 na. RccfangWar BapR(ang. Rectsngutar Tfa aptTda.p. ReeloagukY FraptTnanB• Reatan9Uu TmiJtCeny. Ra<tanQ ler TrapROard. G 0
f x a x.37a prnimip. Rectanniai Te
laadlp LoadnB 4oadnp Loadlnp LadnB Loafing LOAdnB Loadnp laedng Loadln6 'LadnB Ladip lA4dnp Loading Loading Loadnp Loadng Lnadnp ogY fYi
Alum.Tube jj
8"T^ ., '4r& pBb 4r§_ 'gag_ 'g6r yt6 npa_ 7rFt Trac_ _ r i�a4•_ _ 4a& _ pa6 _ r _ �
Mullion � � cv
ED
421. 170.0 670 170.0 435 170.0 744 170.0 470 170.0 088 170.0 500 170,0 992 170.0 610 170.0 1118 170.0 621 170.0 4240 170.0 521 170.0 1488 170.0 521 570.0 1773 170.0 621 170.0 1683 170.0 621 0
Nin 170.0 700 170,0 524 170.0 650 170.0 654 170.0 982 170.0 630 170.0 1133 170A 681 170.0 1276 170.0 en 170.0 1417 170.0 000 170.0 1700 170.0 600 170.0 1953 170.0 Sea 151.0 2014 170.0 800 � _
50.826 in 178.0 747 ST0.0 683 570.0 BPB 170.0 831 170.0 !we 1790 884 170.0 1185 170.0 727 170.0 l343 170.q 747 170.0 1404 t7co 768 170.0 1791 170,0 758 158.0 1918 170.0 750 136.6 t8ta 170.0 I56 CC Q)
11 In 170.0 707 170.0 812 170.0 966 170.0 691 110.0 1119 170.0 764 170.0 1275 170,0 803 170.0 1434 170.0 637 170,0 1594 170.0 060 159.0 17#0 170.0 061 137.1 1709 170.0 901 I a 1720 17010 Bel m C3
Coin 170.0 085 170.0 701 17Qo 1063 170.0 797 170.0 1240 170.0 875 170.0 1417 170.0 044 170.0 1694 170.0 age 155.6 let9 170.0 1033 129,8 1611 170.0 1063 111.0 1612 170.0 1003 97.2 (1114 170,0 1087 N coM
631, 1780 030 170.0 TN 170.0 1156 170.0 $50 170.0 1302 flo4 940 178.0 1406 170,0 1015 166.7 1642 170.0 1076 141.0 1542 1700 1122 IIIA t642 t8Q5 1156 100.7 1642 187.8 1167 86.1 5642 107.9 1167
'6
681. 170.0 274 170.0 768 17D4 1169 170.0 903 170.0 1364 170.0 1002 180.6 1472 170.0 1080 142.6 1472 188.5 1145 128.5 1472 160.0 1130 107.1 1472 147.0 1106 91.0 PI72 146.0 tied 60.3 1472 146.0 Hw Z
721. 170.0 1063 17010 BTB 170,0 12fl 170.0 1009 150.8 1320 186.2 IWt 1720 17211 1498 10[1113 1320 1374 1080 103.6 1320 120.8 Ied8 BB,q 1320 117.0 1024 760 1310 112.0 1013 880 1320 712.5 1012 U „}
751. 170.0 1122 im.0 937 444.6 !ted 15#-4 1013 1282 1164 132.9 941 112.2 1164 128.7 #T 1184 116.3 964 68.0 1584 167,5 862 74.6 5184 47,8 gJ3 84.1 itd4 Bl.i 917 56.1 5184 423 925 Z
.� 781. 166.1 1124 170.0 .7 136.4 1124 147.0 963 110.8 1124 128.6 947 103.6 1124 115.8 w 1124 105.8 915 53.0 1124 68.0 ON 69,2 fl21 89.0 090 62.3 1121 044 081 51.8 1121 83.2 87C
Win 104.1 BN 111.5 760 #0.t 644 04.7 738 77.2 814 62.1 724 87.8 edi 73.7 71Bio 88.5 702 61.0 eii 81.1 827 15.0 844 61.2 678 311.8 841 5Qo 668 33.8Bit47.7682 ZW 442 815 663 742 742 n.2 651 858 712 87.1 wl 55.7 742 69.1{ 63 712 61,1 622 44.6 742 44.8 614 77.1 741 N.8 802 37.0 712 38.8 640 270 742 37,6 684 ..1081. 81.8 588 B],B 570 62.1 588 63.6 621 40.7 608 484 317 79.1 68a 11.4 30. a116 370 {88 JI.3 sm 342 482 26,1 680 29.8 N1 22.7 660 28,0 4I2 19.6 508 11.7 /5B Cl)itt kt 67.8 555 a8.0 503 400 855 40.5 405 41.2 655 429 407 36.0 655 364 48 656 34.2 473 28.8 555 35.3 167 24.0 50 27.1 N7 20.6 655 24.3 448 16.0 535 22.4 442 W X SC x
1201. 468 475 48.4 IaJ ]6.0 476 304 428 328 475 33.7 420 28.5 475 29.8 414 26.3 476 28.8 408 220 470 24.5 404 14.0 q0 21.1 3#5 IBA 476 16.7 707 11.3 475 179 361 F. dr y (n
v O O
1111. 28.1 730 29.7 305 22.0 330 22.4 301 19.9330 IQS 297 18.4 330 17.0 293 X ¢¢..� Z
a to U)
TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: _�� m�'•a
Anchor Capacity Table Ibs a mom.
S.Wmta: 2.7k Cordele 3.Sk Caoo. Hoboes CMU Fled CMU PT Wold Metal (DP,,,)X ANCHOR CAP.,,a,,,,,1 ANCHOR CAP.,,, � �'7!
5/18'Eko 140'SS Eka 5118"Eko 114'68 El.* tl0 Slal #12 91801 Yt2 Stad `MULLION CAP.,,,,,,,,,,/
An<t1w Type, 315E Eta Wtmaan tM'Eko Utgacm ati0'Eke WVacon 174'Eta Ultrocan
AnchorCilpPattem9 tan. A9pte0-tar Uemea, A9010Gafar se"(O5)amew(GS) Scraw(G5) USE THIS FORMULA TOOBTAIN THE'ANCHOR
Edge Olalonaa(N): 1' 2.12• r 2-tn' 3•Ila, l' 2-12• r 2-1rY r 3-N9• 2" 0.40' 0.54• 0x14' CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment O.k 134' 134' 1.314' 1711' r I 1.114• 1414• t-114• I t-ir4' 1.114' 4474' 1 7 1-318' 136• .60. ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchola®1.TS MIn.O.C.1 S1andNd or 0lbat Cup(Fig,1621 ME— -31501ba ego la 1644 VA 210 M28016 3541d/ 7401b.1 ]741a Set lbs we be 3111a 44216 580104 OPENING,WHEN IT IS LOWER THAN THE MULLION
4An<hws02.2S Min.0.C.ISIw"d(a06eag411p(Fio 37 10OOx TQOWa 5801w 1410(be 952 ma WA 565 Ib4 WA 630 fes WA SO Me WA 682 ma 80526 1120 to CAPACITY(FROM THE TABLE)OF THE SELECTED
8 Anchors a 1.15•Mln.0.4 1 Standerd(or Oftel)Clip(Fig.4): ON ba 14001, WA WA WA WA 7(3016 WA WA WA WA WA 136310, 17701, 2240 to MULLION.IT WILL YIELD A MINIMUM ANCHOR
4Atxtora03'A6n.0.C.1rJ)2s5A0*Cgps/(Fla,$): 760 Rab 7601, 040 ms 15601b< 16962'9 $04 to 5BOba WA 760 k4 74pftn &soja test lint 562 Oa Seam, tt2Oem CAPACITY WHICH MAY BE USED TO QUALIFY
e Arctlola®J"Mia O.C./1212s3AnOk 0140/(Fq,e1 I1701a t1T01a 10201as x1016 28- _V10-b,Wed 910 We WA 1/401, 11221, 132016 2(UB la f022IM 13271, 188016 ADDITIONAL ANCHOR OPTIONS FROM THE
4 Arctan 0 0.45'Mm.O.C,T U41ip,inta.125'Akre.(Fig.73: WA WA WA WA WA WA WA WA WA WA WA WA WA NIA /430IDa ANCHOR CAPACITY TABLE.
2 An<hom®2.25'Mh.G,CJ F•plp".8): 3501, 350 ms 29016 705Iba 4761a NIA 2501W WA 315151 WA 4401, WA 341 IQs 44216 560 We PRODUCT REVISED
4 Anchors a 1.15'MM,O,CJ F�Ip MO.9): 4801bs 700 bs WA WA WA WA 3801, WA WA WA WA WA 8B21a Sa5lbe 1120 We as cumplyiuS%villi dw Florida
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, DWIdin8 Cods
--�j 1.082• 1.000" Acoep1m.No Uv•o218.as
B pill Date ?tt2!
TABLE NOTES: By
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Mian"Dada Product
• • • • • • • • •- ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1 t t I I I t 1
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ���, �1•(.LYNN,1`1/1(�Jr�,
• • • • • • • • • • 3}MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000" aLl
4.000' `l ' '•^�r
No.56705
SHOWN ON SHEETS 21.23,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - =�
FIGURE 5: FIGURE 6: FIGURE `"STC
• • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO RCI 301 SPECIFICATIONS.HOLLOW AND l : j6
Or, ;ti U
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE �,6 .
• • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE J f�(•
': C� 1 UR50` t.
8063-T5 AND BEA MINIMUM OF,125•THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' ' •375" �- �•'..... r'• `'J�'
( ) THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125 THICK AND 038.ALL ANCHORS � ��;SlC7f'J!\1 �ii'�'
ANGLE CLIP FIGURES 588 MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 8#12 1"X 4'X-375' I 1'X 4'X.375' A.L''WNIMILLM'P.E.
ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 'T'-MULLION MULLION
FL p.E.#58705
TABLE BA a
Mullion Capacity Table Ihslfl2
�x
Opening Wldth(for Yerticaly-speming mullions)or Opening Height(for hori2ordelly-sperning mthons)
501n 601. TO In 501. 80 in 1001n 1201n 1401n 160 in 97�1 p
1.26°% Raclang.Wer Trap/Tdang. Rodeaoar Tmpfulano. Redanpalor Tfaplydang• RoclenAalu TfapRtlang. Ractengalar Tmpnuenp. Re<lengulu Tnpm.rg. Reclen9Nar TropRdang. Ractenpl/u Tiapmlon9� RedanoWar Trapmang. pg �
Loadnp LoadnB Loadnp Loednp Wadnp Loafing Loadn9 Loadn9 Loading Loadlnp Loadnp Looting LoadnB Loafing loadnp Loadnp Loading LoadNp P.y.
3.188"x -fig(• pg �{g�• y$a• yqb•
.265"Alum
Tube Mull
z �
421n 170.0 620 170.0 435 170.0 744 170.0 476 170.0 868 170.0 500 170.0 982 170.0 310 170.0 1110 170.0 521 170.0 17.80 170.0 621 170.0 1480 170.0 521 170.0 1735 170.0 621 161.8 1789 170.0 721
MIn 170.0 708 170.0 524 170.0 650 170.0 56{ 170.0 992 170.0 630 170.0 1131 170.0 661 170.0 1275 170.0 ON 170.0 1417 170.0 660 164.0 15{0 170.0 NO 1327 1540 170.0 680 110.1 1618 170.0 080
50.626 In 170.0 747 170.0 663 170.0 808 170.0 031 170.0 1048 170.0 884 170.0 1105 170.0 723 170.0 1346 170.0 747 187.0 1468 170.0 758 139.2 1460 170.0 766 119.3 1468 170.0 766 IDMIA 1460 170.0 768 (yJ O
641n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 T51 170.D 1275 170.0 801 163.1 1376 170.0 637 146.8 1376 170.0 B5B 123.3 1376 170.0 gel 104.8 1376 170.0 061 91.7 1376 170.0 881 CO 0 F-•
601. 170.0 885 170.0 701 170.0 1087 170.0 leT 158.8 1158 170.0 678 119.0 1156 167.4 030 127.8 1158 166.8 019 111.2 1158 150.0 912 82.7 1158 144.0 005 70.4 1158 1M.6 BOS 119.5 1156 114.6 905 (�- W J
031n 170.0 870 170.0 745 150.1 1051 170.0 650 137.2 1051 155.8 002 120.1 1051 1420 848 106.7 1051 132.3 637 00.1 1051 125.7 630 60.1 1051 119.5 022 88.6 1051 119.1 621 60.0 fOSI 119.1 e21 W 7
601n 167.1 957 170.0 789 119.3 067 MIA 605 119.4 007 134.0 790 104.4 957 121.8 777 02.6 957 112.8 767 113.6 957 108.6 769 89.0 957 100.0 750 59.7 957 9aA 748 622 657 98.9 748 Z J �
721. 126.7 004 135.2 69B 107.3 B04 115.2 684 91.9 604 101.3 671 80.4 604 91.4 680 71.5 604 84.1 850 54.4 804 70.0 643 61.6 06{ 72.7 633 46.0 004 69.0 639 40.2 064 69.0 028 j Z
70 in 109.4 722 114.4 530 01.2 722 87.2 610 70.2 722 66.3 608 68.4 722 70.7 598 80.6 722 70.3 500 51.7 722 65.6 580 45.8 722 59.6 670 39.1 172 56.7 665 34.2 722 68.2 684 _
5 751n 101.2 805 105.8 6DO 54A 005 09.6 664 723 065 78.6 577 83.7 665 70.5 566 56.2 605 84,6 560 50.6 687 60.1 653 42.2 605 61.3 5{J 362 655 51.4 537 31.8 555 50.7 536 <O
ry ¢ rn o
901n 6SA am 88.0 457 54.9 516 67.5 449 47.1 510 50.1 441 41.2 516 N.7 414 36.6 515 40.0 425 33.0 515 17.4 422 21.5 518 33.1 413 23.5 515 30.5 407 20.6 516 29.1 461 Z X Z O
BB In 54.3 453 55.6 404 45.3 451 47.1 387 30.0 453 41.0 381 33.9 453 36.4 386 30.2 463 33.0 379 27.2 453 NA 374 22.8 463 20.0 360 18.{ 45J 24.3 MO 17.0 467 22-9 J5e N �� yp 108 In 38.1 356 30.D J23 31.8 358 328 310 27.2 358 25A 313 23.0 3511 25.2 300 212 356 22.7 304 19.1 355 2D.a 300 15.0 358 15.0 293 W
(�
111 In 35.1 178 35.0 306 20.3 ]b 30.1 301 25.1 338 26.1 297 220 338 23.2 203 19.5 330 20.9 209 17.5 338 10.1 285 X
1201. 27,0 280 28.J 264 23.2 290 27.8 260 10.9 290 20.6 256 17.4 200 102 253 16.4 290 18.4 249 U (V Q O O
1441n 16.1 201 18.3 186 d t� Z mU)
TABLE 813 ANCHOR CAPACITY ADJUSTMENT FORMULA:
AnchorCO ecl TableLibelANCHOR
Sg6G9ala 2.70 Corc.de 35x Colo. Nmow tl./U FhdCMU PT Wood Mdd (DP)X( )=ANCHOR CAP...
5fle Flco 14'6S Eko 5/16 Eta 114.53 Elco A10 sled 612.1;1 612 Bl;l MULLION CAP.,,,,,,,..
AnchorCllp PetbmO Mcnor type &11 Elco Mac:an 14'EkoUArMon UXlaaon 3'16'Oro Ullracrn 14'EkoUAr4cm �,c7ya U6r4con A�reGdar Srrevl(f8)9crep(OS) 9cra(O5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Eage ClsMrce On) 1• 2-17 1• 2.1/7 318x t' 217 1• 2-17 2Ly! 7 0.48• 1 060' 0.321' I CAPACITY REQUIRED'CORRESPONDING TO AN
EmOMn.1 n 1-314- 13&4' 13/4• "C 7 L94• 1414• 1-174• 1414' 1-Ila' 1.1/4' 2 taxa• 13'8' wie3 I ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchors®4.717 Min O.C./Slafoanl cr ODccl Cop(Rp 1) 3901D3 300 Ba 450 WS 690 9a 1rd1 les 270 Ds 280 m 354 Ds 74D Its 374 D7 MUM 846 95 341105 442 D7 56065 OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Archon®I AV MNL O.C.!SUndoa4r Of5e1)C 9192) 4sb D, 700 Dc WA NIA N/A NIA 380 Dc NIA WA N/A WA WA M2 D3 085 D5 1120 fm CAPACITY(FROM THETABLE)OF THE SELECTED
4Arctors®9'MN.O.C.1 M 215 AZ C8p17(Rg 3) 7BO Ds 780 to GOD Ds 155005 1876 Ds 54DDs 560 D5 N/A 76016, 748 D3 am IDS 1692 D7 0112 lb ees DS 1120 Ds MULLION.IT WILL YIELDA MINIMUM ANCHOR
4Arconrs®0.45'MIn.O.C./UCV.1, lo.129'A1m.(FI94) N/A WA NIA WA NIA NIA WA NIA WA WA WA WA NIA WA 1430 Ra CAPACITY WHICH MAYBE USED TO QUALIFY
1 AMhorl FC9p lnp 5}1 165 D, 1 105 Me 1 22510, 445 on 1 622 25 1 135M 140D, 11'7165 370105 187 D, $321[e 473 D1 ITODS 221 95 leo Ds ADDITIONAL ANCHOR OPTIONS FROM THE
2 Ancona 40 SAW Mr.O.CJFCY In 6) 24D IDs 350 p5 WA WA N/A NIA 100De W'1 WA HIA WA WA 341 D3 4429. 660Im ANCHOR CAPACITY TABLE PRODUCT REVISED
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. as complyN6'vi1h dw Fid
[Wilding Code Lrp-0ce 218.03
FIGURE 1: FIGURE 2: F--1250'--I Ex m cogAon Date
TABLE NOTES: �bZ�
• • • 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. Munni o lmrl.al Con
11111111/
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDfOR OPENING WIDTHS IS ALLOWABLE. `� O�>( LYNNII 44��
FIGURE 3: 3.188' ``fir•''+r,FNSF '•�`�
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS '->•
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 265" _ r10.5a-ra5
Fo I IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND irl)�
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL Ut'• oFIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE �)'• S',+1 L'
• • 6063.76 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AND
1. i.•'•.,FCONIDI`,.•'
.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL 25'(13X.2 LL MULLION i,��( ,...••
• ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. It-1/144'-x'VF MULLION) II/-+/ONF��•�t��
• #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYNN A11LL��t,P.E.
• FL P.E.#58705
TABLE 9A
Mullion Capacity Table(ibslttT) "1 g1iC
Opening Width(for yarticolhy spanning mumona)or Opening Height(for hodzonlslly-opannl g mullions)
50 in 60 in 70 h In Oak 100In 1201. 1401n 160 n µ
Rec7mWlar TmdTden9. RaotonpuLlr L611Tnanp. Roclaagular Tro{Yidanp. Raelargwar TroyTdon0. RaelanguLr 7ropiron0. Raelangutar TropTrbna Reclargvler TniJltlug, RmtwWW Trop(Mmg- Roclugular Trapr7rlaq, p O
1.24X3.24 ,..AV Laedrg Lwdirg Leadn4 L. twdr(.0 Loaning LaadSq Loading Lending
33 tnaang I"" Loading L-Lig Loadng Loadkg tmdrg LaQna
.1100
AIUMutlT nbe � � �
all I I 1 111 111 1111 11 1 11111it 0.111 Z �� co
+2 in 1760 620 170.01 435 170.0 74+1 170.041e 170.0 ase 170.0 508 17oO 992 n6o 519 17a.o 1118 110.8 521 1533 we 170.0 621 121.7 lila 170.0 621 MA lite 110.0 521 45.8 ilia 110.0 521 O
48 n 17010 708 110.0 624 170,0 mo 170.0 6S4 167.8 418 170,0 we 518.1 478 170.0 861 130.4 418 170.0 677 117.3 918 170.0 NO 97.8 979 110.0 680 03,8 978 170.0 NO 73.3 978 110.0 BSO J
50.8 Sin 170.0 747 170.0 583 110.0 846 17010 831 150.1 827 170.0 881 131.0 021 166.5 100 117.2 927 150.1 649 fe66 921 150.3 a96 87.9 921 166.3 696 79A 027 158,3 095 05.9 927 169.3 885
x a
541. ties 787 170.0 612 face 866 170.0 681 132.5 San INA 883 1164 889 141.8 689 403.0 584 13+.0 680 92.7 669 529.8 654 R.3 one 128.8 652 88.2 Bee 126.8 852 57.9 669 128.8 652 ,Q
LU
00 n 143,2 740 153.0 634 114.4 746 132.3 820 102.3 748 117,0 908 80.5 746 107.9 an$ 10.8 746 101.0 $02 71.6 718 09.5 bar 59.7 746 433 503 51.2 746 43.3 567 44.8 116 911 583
F 8317 123.7 677 132.0 579 103.1 671 1132 560 88.4 077 IOOA We 715 617 01,4 SIG 88.7 817 61,2 639 81.9 977 811.0 534 61.4 917 77.0 629 31.2 077 7@.7 528 38.7 577 10.7 520 t`
JF¢a W -j
6817 401.8 517 fN.S 539 667 617 47.8 519 75.9 817 88.1 609 47.3 817 78.3 600 53.8 017 72.8 491 61.8 417 68.7 164 44.8 817 5L4 483 38A 617 63.7 482 33.6 917 637 482 E IL �
1217 82.8 $16 01.1 460 60.1 616 i+2 440 59.2 610 05.2 472 61.5 BItl 68.8 425 18.1 518 64.2 414 11.4 61a 50.7 414 34.5 519 46.0 406 29.8 $18 45.0 405 2610 51a 45.0 405 Z Z m
TBn r42.4
465 73.7 406 $6.7 485 62.6 368 50.3 465 54.9 390 4{,1 455 49.4 364 39.2 465 45.3 378 35.2 485 42.2 374 29.4 465 30.3 301 232 461 365 J64 22.0 486 382 383
)en 441 e6a 9Bl 54.3 111 41.7 379 4aA 4411 5010 J72 40.0 441 ISA 106 381 int 41.s 380 318 NI 38.7 356 27.2 NI >t6 744 r3s 441 33.11 348 20.4 411 327 >45
DO(A 332 43.8 296 35.4 332 31.0 280 30.3 332 3210 284 20.6 332 20,8 200 21.6 332 20.1 276 21.2 332 24.1 212 17.7 332 21,3 288 16.2 332 14.0 201 133 332 16.7gen 291 35.9 250 261 201 30.3 268 25.0 201 24A 262 2U9 291 216 240 7810 2@I 21.3 2111 17.b 29f 14.6 1+11 54.8 2911 17.! 216 12.51oBb 1J0 26.1 MB 246 730 11.1 205 11,4 110 16.3 101 1SA 250 15.1 196 Xsi 2tit1. 218 23.1 147 184 218 10.4 191 18.2 218 1810 191 t<.1 278 14.9 168
N
1201. 114 IB) 102 170 I4.B 187 15.J 187 C/)
I'0
of x (X
b
� ry , O O
a z m to v0.
TABLE 9B Anehot Co ocl Teble Iba ANCHOR CAPACITY ADJUSTMENT FORMULA: a
auNirata: 2.7k Conercte 3.46 Calc. 1{a9ax CMu Fbbd CMU PT W.4 Metd ANCHOR CAP.,,,,,,,,,
LDP_)X t =ANCHOR CAP...,
5116•Elco 1//'86 Elco 5118"Elco 131'SS Elco 3110 SICK 412 Steel 812 Sled MULLION CAP.r,,,".,..-
Anehot COp Patterns Anclbr A'�: Lt6'S1ca 181recas 131•Eko UWe6on 7/18•Eko Uaraeon tu•Elco UUacm A99MG81a UU= Agae051ar &roo elzo 8cr 051 Sc"fG5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Ed7e01e18rwe Qn): t' 2-vr P I 2-Ur 3•UB' 1• 247r 1• 2-lir r 3-t/a• r 0.48' Oso• 0.321" CAPACITY REQUIRED•CORRESPOND ING TO AN
Emfaetlment(n 1-114' fart• 444• 1-314• r1-1/4 1-114• 1-114• 1414• 1.1/4• 1471• r 1316• faro• lark: ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchors04.75•Mn.04.1 Slenderd or Oftel COp IFlg.1): 390IQ5 390 m+ 450 Me 090 We 164414 2108u 2ltl bs 35114 740131 374 me 664 fibs 618156 341 ms 442 U. 50009 OPENING,WHEN IT IS LOWER THAN THE MULLION
4A4048 g 1.15 Mn.O.C.r Sletkkm for Offset)Clip tF1g.4 480 b 700 @s WA WA NIA WA 380 9u WA N/A WA WA WA 657 IG4 68514 1120 b CAPACITY(FROM THE TABLE)OF THE SELECTED
4 AndMQW Wn.O.C.r(2)215 Angle C1051(Fig.3): ?gob 7001N am In. 15W W, lase On 510" 56014 WA 70014 745 Oo am 80. 189214 682 am us lb. 1120" MULLION.IT WILL YIELD A MINIMUM ANCHOR
3 Anchm @ 0.54•Son.0.0,1 U Clip.W.AW Man.(Fig.4): WA WA WA WA NIA WA WA WA NIA WA WA WA WA WA 450 b CAPACITY WHICH MAY BE USED TO QUALIFY
t Ansirorl F421p(Fig.5): 195" 19314 22314 445166 622 i4 135131 140100. ITT IDS 370 Me let 131 332" 473131 170 fee 22t IN 280131 ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anchors @ 1.15"Mn.OC I F�04 R9.6): 240 b 350131 WA WA WA WA 19014 WA NG WA I WA WA 1 341 14 1 44214 mom ANCHOR CAPACITY TABLE. rRClDUCT RLV)SED
as complying with the Florida
FIGURE t: FIGURE 2: 1250 Acm-mino1Z a�
----- TABLE NOTES: L+Xpirelinn Dago ^ yj0�
• • • • 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. MI Dodc Pradrz4
111
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \1' LYNpJ 1111
FIGURE 3: ti�� Q`1'{...-......" e i,,l
-- ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE 3.260' .'N ,.11G(_p)
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED tN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ^7". 740.58705
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM C-90.WOOD SHALL .100'
FIGURE 4: FIGURE 5: FIGURE6: Lf7-
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE �•f1 : ((�;
13063-T6 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND %Ci.'•. a A'`- 1 `'
• • .045'THICK(1B GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND 1030,ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25'X.100'
#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION
•
MILL2H,
kNW E.
FL P.E.#58705
TABLE 10A
Mullion Capacity Table(Ibam?) �i7x
Opening Width(forvedico"porWagmigiom)orOpaning Height(for hali2otta"penmlg mi(lions)
SD In 60 in 10 in BO in 9D in 10D in 120n 1401n 160 in
126 x 328 Rtttanpuar Trepr7ri.ng. Rxtanpdu TrtptTriaug. Ratt.n9ubx Trapri'd" Rtti..guI- D-PIRItng. Rtn.n A. Trapllem9. lt.,mjoir T,.PT q. Rattong.1v Psp(reanq Rtd"d. Trap7rimp. RacimgWar 7rap7Riaap. t1
x.624 Loodnp Lo.dirg lo.anp Loaanp lotdiq lo.dirp to.dug Loadlnp Lo.Oinp Lo.dup Loading tort g LotQng L0Mm9 L..d'np L.t6np Loadnq Lotditp oY6'
Alum.Tube $._ .� �� 8 .. .ti '�•+ t 'g �.. E �.. E... 2 'E.. H .. 5 .� '• it
Mullion is � u g� AEU , ale �aI $€ �- 2- k fry $ Eg � p $G § � € 'r�. e � � Ir k e . N
g u u S 3a u u u v v v u v u ua u u u
th
G s
a � fa a a a >�� a �a Ya a fa � as � {9 �a � 8a a'� 4 fa z ars
421n 170.0 620 004 435 170.0 744 170.0 478 170.0 NO 170.0 vl
596 1700 992 f70.0 bib 110.0 1116 170.0 521 170.0 1240 1704 521 I7a0 1408 iloO 621 170.0 1735 1706 621 170.0 1987 170.0 521 11;
4014 110.0 708 170.0 624 170.0 NO 170.0 581 110.0 992 170.0 670 VOA 1133 170.0 651 110.0 1275 110.0 677 170.0 1417 110.0 680 170A 1700 1700 680 189.7 1919 1700 680 140.6 ISM 170.0 NO Uj
606261. 170.0 147 170.0 563 IMO 196 /709 631 170.0 ASIA 170.0 684 170.0 1195 170.0 723 f?a.0 1365 170.0 747 170.0 1494 170.0 766 170.0 1793 170.0 766 152.5 1077 110.0 766 131.5 1877 176,0 756 iL' 11)
7
Min 170.0 197 170.0 612 170.0 956 VO.O 691 110.0 1116 170.0 164 170.0 1276 170.0 B03 170.0 1434 110.0 831 170.0 1696 170.0 058 156.4 7769 1700 661 134.1 1759 IrOO 861 117.3 1759 170.0 851 m �
601. 00' 085 170.0 701 170.0 1063 110.0 797 1704 t240 USA 010 IMA 1417 110.0 944 161.1 1511 170.0 996 145.0 1611 170.0 1033 120.0 1611 INA 1063 103.6 1611 1M0 1063 00.6 1511 170.0 1057 � fA � N
63 in 110.0 930 1701 746 170.0 1116 IT01 860 170.0 1322 110.0 910 166.6 1310 170.0 (016 1392 1370 110.0 1076 125.3 1370 164.0 1082 104.4 1370 ISS.9 1012 69.6 1370 165.3 1070 78.3 4310 165.3 1070 W
661n 11111 974 170.0 T99 110.0 1161 170.0 90) 155.6 1243 170.0 1002 1362 1240 168.6 t0t3 121.1 1245 147.1 1000 108.9 1248 13aO 989 90.0 1240 130A 970 71.8 1248 129.0 916 68.1 1245 129.0 976 EL
Z ('n
J 72 in 167.8 fM9 176.0 678 139' 7048 150.? 892 119.9 f019 132f 073 104.2 1044 114.1 860 932 1519 149.7 040 83.9 iW9 101.1 636 69.0 1049 94.3 025 69.9 ID49 912 820 62A INS 91.1
3 76 in 142.7 941 149.1 822 119.9 941 126.8 806 101.9 941 111.2 791 09.2 941 100.0 177 79.3 951 91.7 166 71.4 Sof 965 757 '59.6 941 77.6 7M 6Lo 911 74.0 737 44.6 941 13.3 736
78 in 132.0 094 137.6 783 110.0 694 116.9 767 94.3 894 1024 763 02.6 994 91.9 340 13.3 094 B4.1 730 66.0 B94 78.3 721 65.0 894 T0./ 107 47.1 004 67.0 101 41.3 094 66.1 US Q r q•
SOin 65.9 611 N S96 71.6 6Tt 74.9 6B5 61A 67t 65.3 676 $3.7 671 $9.2 556 47.7 671 62.9 S68 43.0 671 48.6 661 316 67) 43.1 639 30.7 67t 39.7 531 26.9 671 37,9 526 � IN
961n 10.0 $90 12.8 627 69.0 690 61.4 508 60.6 590 514 509 N.3 $90 47.6 6D2 393 590 43.0 494 35.4 $90 39.6 488 29.5 690 34.7 411 26.3 690 31.6 469 221 630 29.8 464
1081, 42.7 466 60.B 421 41.4 466 428 414 35.6 466 37.1 400 3t.1 465 32.9 402 21.6 456 29.7 395 24.9 466 27.1 39t 20.7 466 23.6 302 11.6 466 11.2 315 iS.S 40 19.6 770 (n N g ji
1111. 459 N1 46.1 400 782 441 39.3 393 32.7 M1 34,1 381 28.6 441 34.2 362 26A 441 212 376 22.9 NI 24.9 372 19.1 M1 21.6 363 16.4 441 19.3 356 14.3 N1 17.1 351 trj ra
120 in 367 318 359 364 702 370 71.0 779 25.9 774 26A 334 22.1 318 23.7 339 20.1 311 21.7 326 18.1 370 19.5 371 15.1 316 16.1 314 Q' x N
144 in 21.0 262 212 242 17.6 262 17.0 239 15.0 262 15.3 236 N Q �•�^
Z in
O O
T BLE 108 ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anchok cox.Ity Table fibs) ANCHOR CAP., ,„,,
Su09174ta 2.7k f0orerde 36x Celt. Mt4oM 02411 FOWe CMU PTWOW Metal (p..)X =ANCHOR GAP.,,,
&IS•E)ra I14-SSEko 6118'Eko lirSSElco a10sled N12s(e51 e12Slee1 MULLION�P..o.r...
AnchorCl)p Patterns Arxha type 3t16'Eko L'sra=an v4'EkoV06Kon UlOeeon -Eno u6rsm 114'EkOUtlracon A"e"or UAmoa1 A99MGalrr Screw(GO)S"-(W) SUM P5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Eo9e 12s18ree n) 1. 2-117 1- 2•11r 34x6" V 2-112 1' 2-v2' 2, SVD' 2' 0.48' ase 0=4' CAPACITY REQUIRED'CORRESPONDING TO AN
EnIb Mrtent n taro" t•3YC t y4• iyC r t-v4' f-oQ 1-14' t-114- 1.114• I-v4' r 1-=* tags 7re0 ACTUAL PRESSURE REQUIREMENT FOR THE
2Anc11oR(4475'MN O.C./StaMara orO2M Up 04,
1J 390 Ds 3W ft 4WIDA 000 IOa 1664 Ws 2/0 WA 280 HIS 364 lbs 740lbs 374 M9 66425 946n all Ws 442 Ra Noah OPENING,WHEN IT IS LOWER THAN THE MULLION
4AMna9Ct.IYMIn O-OlStr7mrd(or Ofaet)Cap0Rg27 49DWs 700 S$ NTA WA MIA MIA 380 As MIA IVA MTA WA WA 682 Ws SOS 21A R2D 26 CAPACITY(FROM THE TABLE)OF THE SELECTED
4Arcron®3'MN.O.C./(2)2(5ftle CIPS l(Rg$ 790 Aq 700 Is No lbs 1560 to 21008W3 540 Ws 5W to MIA 760 its 748 103 09D it. 1892168 602lbs 885 IDs 1220070 MULLION.IT WILL YIELD A MINIMUM ANCHOR
3AtKtm@0.5i'MOt.O,C.lU420,1r1o.tO(rAsxn. 704) MIA WA NLA WA WA WA WA WA WA NIA WA WA I MIA WA 06090 CAPACITY WHICH MAY BE USED TO QUALIFY
10 F4:tlp 0•lg 6} 186 WS 105 tm 225 WA 445 ea 82710% 135 WS Wild 177 WA 3701[6 IN 9n 332 Ile 473 Me I 17024 1 221 IDI 1 2SO the ADDITIONAL ANCHOR OPTIONS FROM THE
2ArKWfSQI.IVM1n.0,CJVCIpkrQqI 240W4 350m NIA WA MIA NIA 190100 NTA WA NIA WA WA 1 361 WS 1 442 k6 I 660 fM I ANCHOR CAPACITY TABLE. PR633UCT REVISGU
as complying with the F od&
FIGURE 1: FIGURE 2: q �P rr�a ryb Ira•b21$,tts3
TABLE NOTES: 1.250' E4 imti 13a1e 1 21
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION �iid,;Dana r.d,
Coog
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 11 t.) 1 111
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ,�ti �+( N 4.11
FIGURE 3: �� nQ, ,.•.•.•., C(�ni,
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.260" tiyC'LIJ6�C )
CLIP MUST SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS c
BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. NO,5nmfi -_
IN PAIRS. '•'
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ;• Ct'.
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALLL {f.,
FIGURE 4: FIGURE 6: FIGURES: 624" •'�) '• �,r/ •!f4/'
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE _-,:� �'• s"Tr TE I' ,..{f,-
• 6063-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND
• � .045'THICK(78 GAUGE).STRUCTURAL STEEL TO BE A7 LEAST,126'THICK AND 936.ALL :�1S+t •••••' `:
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, 1.25'X 3.25'X.624*
Le '�I l.•IZ'}pf1�l,.,lrt
1110 B#12 ANCHORS INTO WOOD MAY BESTEEL, .S."SOR 410 S.S. MULLION
• A.LYNNIMIS.L��R,P.E.
FL P.E.#58705
TABLE 11A _ I14
4
Mullion Capacity Table pbsilel
opening 1A6dth(Tar vedfcafyiper0fng millions)or Opening Height(Oar horizontally-spanning millions)
50 in 60 in 70 in 80 in 900 1000 1200 140 in 1fi0 in R �
196X394 Raclen9uLv TI.p7iiang. Raclaogular Tnp/Tnang. Radao9ular Trap/Td.e9. Reclmguln Tmprrd.ng. R.clangalar Trap/Thug. RaclargWar TupTWV. Raclerpular Tayldeng. RatlangWan TraprTdanp. ReclaryWar Tap7Trlmg. RP p
X.624 Lading Loading Loafing Loadmg Lading Loafing Luadng Loafing Loading Loading L9adng Loading 1-Wing Loading Lo.diq Loedirq Laadmp Loadlrrg PY Lo
el
Alum.Tube .5 E.. ... P. E '�.. .. .2 .�� .g �,. � e.-- S •H �' •E %.� §.-. �.. � E .. F 9., LO
Mullion ee au
o@ �e �€ a
v v u u m u u v u u o u u u u u
y _ .E %d 1� �� 5 3 16 fi 5& �' 5� P d 5 l •gb� 5 � ! .`^'� E cl) m
�a I z
42 in 174.01 620 170.0 435 170.0 711 170.0 478 170.0 UB 170.0 606 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 511 170.0 1488 110.0 671 170.0 17]5 170.0 521 170.0 1987 17D.0 621
/0 In 110.0 706 170.0 524 110.0 o 110.0 564 170.0 992 110.0 630 170.0 1137 170.0 661 110.0 1116 170.0 671 170.0 1411 170.0 680 170.0 1700 170.0 680 110.0 1987 170.0 680 110.0 2267 170.0 fi80
60.6750 co
170.0 747 110.0 663 170.0 896 170.0 631 110.0 1016 170.0 601 170.0 1195 110.0 723 110.0 146 170.0 747 170.0 144 1700 766 170.0 1)93 170.0 766 170.0 2092 170.0 766 170.0 2391 110.0 756 Pt
64 in 110.0 791 170.0 512 110.0 956 170.0 691 110.0 11% 170.0 701 110.0 1216 170.0 803 170.0 1434 110.0 837 170.0 1591 170.0 656 170.0 1913 170.0 061 170.0 2231 1700 551 160.2 2403 170.0 961 W p S F-
m
601n 170.0 605 110.0 701 170.0 1063 1711.0 191 170.0 1240 110.0 876 110.0 1417 170.0 944 170.0 1594 110.0 9% 170.9 1771 110.0 1033 170.0 2126 170.0 1067 140.3 2163 170.0 1063 129.6 1153 17DA 1063 H (/) W
67 in 170.0 930 17D.0 116 110.0 1116 170.0 860 110.0 1302 110.0 910 110.0 1400 170.0 1015 170.0 1613 110.0 1D76 170.0 1859 170.0 1122 156.6 2060 170.0 1169 134 2069 1700 1171 117.7 2060 170.0 1171 W J
S in
66 In 170.0 974 110.0 leg 1TOo 1169 110.0 903 170.0 I3M 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1%8 170.0 1210 147.9 1966 170.0 1216 127.6 1%6 110.0 1296 101.7 1566 110.0 1156 (/0 i m
Z
J 1Z in 170.0 1067 170.0 87B 1700 1215 110.0 1009 170.0 1109 110.0 1118 170.0 1100 110.0 1128 151.1 1131 170.0 1316 130.7 17N 169.1 1786 116.6 17N ISS9 174 69.1 1731 150A 1]52 86.7 17N 150.1 1757 -1 Z
0 161n 110.0 1122 170.0 937 170.0 1346 170.0 1080 168.6 1556 170.0 1209 111A 1566 165.2 1285 171.1 1556 1615 1266 117.9 1656 141.3 1251 967 1556 128.3 1229 42 1556 122.7 1219 77.1 1666 121.2 1716
3 701n 170.11 1151 170.0 967 170.0 1381 170.0 1116 155.0 1417 159.3 1246 136A 1117 152.0 1224 121.2 1477 139.1 1206 INA 1417 129.6 1191 %.9 1477 ilfi.9 1169 77.9 1111 110.8 1158 68.2 1471 109.3 1164
90 in 112.0 MO 146.5 966 116.1 1110 123.9 968 101.6 1110 107.9 951 110.8 1110 %.7 9N 78.9 1110 87.5 927 71.9 1110 80.1 910 S92 1110 71.3 691 50.7 1110 65.6 87e 44A 1110 62.7 070 �1, Qq Q N ZO
96in 117.0 975 120.7 012 97.6 915 101.5 656 93.6 976 84.] 42 11.2 975 75.5 029 55.0 975 71.2 617 66.6 976 65.4 001 48.8 976 67.4 789 41.6 975 62J 775 366 976 19.3 767 F �( Z aO..0
108 io 8212 711 &.0 6% 68.6 771 10.1 685 69.1 111 5Ji
1.3 674 51.1 771 M.3 661 167 771 49.0 665 11.1 771 44.9 Mi N.] 111 38.9 632 29.4 771 75.0 621 25.1 711 32.4 6ti On �� B �^
Iltio 75.7 73D 77.3 661 63.1 730 55.0 650 64.1 730 56.3 610 11.] 730 49.9 631 42.1 730 46.0 622 77.9 730 41.1 614 31.5 730 35.6 6110 21.0 730 31.9 609 21.7 730 29.5 681 U) X
1201. 59.9 621 61.0 689 19.8 624 61.2 660 11.6 621 11.3 652 37.5 621 39.7 6M 7].3 621 35.7 571 30.0 621 32.2 631 25.0 621 27.7 619 21A 6K 71.6 509 157 621 22.6 501
N
1441n N.1 437 35.1 400 28.9 433 29A 796 24.0 437 25.1 ]90 21.7 43] 22.4 385 19.3 433 20.0 361 17.7 473 1 102 1 316 V C4 Q O O
d"T Z N to
TABLE IIB ANCHOR CAPACITY ADJUSTMENT FORMULA: (Y
AnchorC6pedty Table jibs) ANCHOR
505121. 2.7k CO rde 15w Corr. Hallow OAU FIBed CMU PTWODd Mdal (DP,.a)X( )=ANCHORCAP_
Amho,Typo 6'16'Elco 114'SS Elco 6116'ECo 1111`31010 110 Sled 11261ed 012 Slael MULLION CAP.,,o,,,,,
AnchorCllp P6tterns 3'te Elco lmrcm v4•Etoueracm unwen 3'16.13co Ueaor v1•Efcoullracor Aggre0alar U6razor AggraGala Sc-(05)Sins,P5) SUM(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
E oslMce n) 1• 2-vr V 2-trr 3410• 1• 2-vr 1• 2-vr r 3.113 0.10• a541 0324• CAPACITY REQUIRED'CORRESPONDING TO AN
Emhdnorl n 11141 1-314• 1314• faro• r 1-114• 1-114• 1-114• 1-v4• 1-114' 1-174• r tare• 113a• vete. ACTUAL PRESSURE REQUIREMENT FOR THE
2AmhonQ476•Min O.C.I Standard aOmelCrp"ll. ) 3B0 es 390 to; 453 bs lBO get 1s"1111 270109 260 las 3.54116 740 Its 37409 661106 816170 341 bs 442 to 56o Its OPENING.WHEN IT IS LOWER THAN THE MULLION
4 Archin i01.1V Min.O.C./SlenOaN(Of OMst)C 09 2) 400 bs 70093 NM wA NIA NIA 380106 NIA WA NIA WA WA 602 Its emu 1120 06 CAPACITY(FROM THE TABLE)OF THE SELECTED
4AIXrors®3•MInO.C.IMAbArpkC"IIflg3) 710 DS 700 R0 61XIb9 13600. 18060s 5400s 66006 NIA 760 Its 748 b No IDS 169210 a-los 685 Ra 112010. MULLION.IT WILL YIELD A MINIMUM ANCHOR
4AMGTQOA4•Mn.O.C.IUtap•Inlo.100•PlumtFq 4) NIA WA NIA WA NIA NIA WA NIA WA NIA WA WA WA WA 1 126706 CAPACITY WHICH MAY BE USED TO QUALIFY
1 Allarorl F430p(Figb1 145116 22609 44596 822116 135 bs tin lib 177 lbs 37016s tel bs 332 R6 47306 17006 221 Rs 260 On ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anchor 1.15•MIA O.CI FC 240M 350 bs NIA WA NIA NIA loom NIA WA 141A WA WA 3110. 44201 660 ANCHOR CAPACITY TABLE. PILODUCT RLVISLD
as mmplyinl wide Ihd Flo"
1.250• Building Coda 1r o2s8•o
FIGURE is FIGURE 2: TABLE NOTES: Accepi011ro 1Vo 3
LxpT7eljon D.Ic ?O$�
•
no-
• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By S
ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Mim Dodo I•mduct
.111111111
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3: •' i.ENS
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94' .� '1\ P •. r '
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIf TENSIONAL RESTRICTIONS - '
CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
BE USED "U No.50705
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 -) •' FSL(I
FIGURE 4: FIGURE 5: FIGURE 8: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE .624
. .:; s;AA.L OF/(/�•
6063-T5 AND BEA MINIMUM OF.100•THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND - ��� /L OIi1l)`;.•' f�,�`
.045•THICK 18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125 THICK AND A36.ALL 'i68/()"•••'-' �'
l ) V
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ��.1 1.1
#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 1.25•X 3.94'X.624- A.LYNN'MILLER,P.E.
MULLION FL P.E.#58705
TABLE 12A
Mui!!4n Capacity Table thatft2 w2I�j
Opening Width(for vertical"parivirg mull!ons)or Opening Height(for hodzonte9y-sparot ng mWlons)
60tn 00In 701. SO In 00 In 1001. t20 in USA, Mein
Roelanguim Trep/rden9 Re t-VU Tuprntan9. Neefenpuler Ttep Mang. RectenOd. Treenro,9, 11"tw w Tr dCn, Reda w Tm
H1 apR p npd p7Men9. Rutangid9t TrepRdang. RactargWer TYnprfOenp. Ralwpulw TropRrlonH- o
2x4%.26 Loadnp Loadnp Loade9 i.•adnp Loadna L•adnp Loamy Loadoo Loadnp Laidig Loadnilt.cednp Loadlg t.-4-9 Laad,O Loednp Lang L.nadep a
Alum Tube Y
mullion
in z `°gym
42 N 170.0 820 170.0 435 170.0 744 170.0 411 170.0 868 170.0 608 170.0 092 170.0 619 170.0 1115 170.0 521 170.0 1240 170.0 621 170.0 1189 170.0 527 170.0 1737 170.0 621 170.0 1983 170.0 521 z Y F,
{81. 178.0 708 fmo 524 170.0 650 170.0 SU 170.0 892 170.0 634 170.0 1113 170.0 661 17CO 1275 110.0 977 170.0 1417 170.0 See 174.0 3700 770.0 wo 170.0 1963 570.0 080 i7e.ol 2287 i70A weW
J W
64.625 In f7PA 747 170.0 583 170.01 650 170.0 831 170.0 9346 170.0 664 170.0 IS931 170.01 723 170.0 1345 170.01 747 170.0 1484 170.0 756 170.0 1793 170.0 768 170.0 2092 170.0 760 170.0 2391 170.0 1 758 4,
641. 170.0 707 170.9 812 170.0 958 170.0 881 170.0 1110 470.0 764 170.0 1276 170.0 903 170,0 1414 170.0 037 %70.0 1694 170.0 SW 170.0 1913 170.0 881 170.0 2231 170,0 861 170.0 2660 170.0 861 W d
80 in 170.0 655 770.0 701 170.4 1043 770.4 791 174.0 7210 179.0 876 170.0 1417 170.9 844 170.0 1691 170.0 986 170.0 1775 170.0 Ym3 170.0 2725 174.0 1063 170.0 2479 170.0 5083 180.6 2800 570.0 1483 M
871. 170.0 930 17D.0 745 170.0 1116 170,0 550 170.0 1702 170.0 946 170.0 1488 170.0 1016 170.0 1073 VMS 1076 170.0 1859 170.0 1171 170.1) 223) 170.0 1169 160.7 2463 170.0 1171 145.0 2553 170.0 1171
931. 170.0 074 170.0 780 170,0 1168 179.0 993 170.0 1361 170.0 1002 170.0 1656 170.0 1088 170.0 1763 170,0 1165 170.0 IBIe 170.0 1210 170.0 9330 170.0 1275 1619 2417 170.0 1266 132.0 2477 170.0 1288
• 72h 170.0 7061 1780 679 f74A 1275 170.0 feet 170.0 Nee 170.0 1128 t704 INS 170.0 1220 170.0 1813 170.0 1315 170.0 2125 170.0 1367 146.6 2164 176,0 t{9a t24.b 2184 770.0 3528 508.2 2f94 770.0 1730 ? y 9c
Y 791. 170.0 1172 170.0 037 I70A 1340 170,0 1009 170.0 1670 110.0 1293 170.0 1794 170,0 1322 186,1 1900 170.0 UZt 146.6 1980 170.0 1605 127.6 1980 181,8 1646 109.1 1900 161.0 1635 92.9 1880 1627 1631 W c$19 ,
76 in 170.0 1151 170.0 987 170.0 1301 170.0 itle 170.0 1411 170.0 1250 170.0 1612 170.0 1789 162.7 1661 170.0 1.71 137.4 1881 163.1 1600 IH.6 1801 147.3 N1J 90.2 1061 110,6 1469 85.9 1801 137.8 1461 Q f!) y.
907, 174.0 1320 170.0 1144 149.1 1818 1780 1219 727.6 1398 138.4 1198 ist.8 f399 121.3 1774 98.4 7396 ff0.2 1f82 69.6 7398 141.8 1147 74.6 7188 68.6 7122 eJ,P 4396 827 1105 65A 7388 78.9 f0B8 I.-
J 3� r
Q Q3 4
001. 147.4 1229 151,6 1008 1220 1220 127,0 1078 106.3 1229 111.2 1061 92 1229 08.9 1044 61.9 12N 09,6 1020 73.7 1220 824 1016 61.4 1220 72,2 903 62.7 1229 65.8 071 46.1 1228 62.1 007
108 In 103.61 973 1105A 877 84.3 071 ask 662 114.0 971 77.2 849 Bi.7 97t 60.4 e]7 67,5 871 81.8 825 51.6 971 586 815 43.1 971 40.0 796 37.0 971 44.0 782 324 07f 40.5 771
111 ri 95.4 919L11,3 632 79.5 919 61.9 819 $&I ale 70.9 808 69. 919 829 793 53.0 010 36.7 784 47.7 ale 61.9 774 3A7 919 MA 786 34.1 010 482 742 20.8 919 37.7 732
120 N 76.6 766 716 02.0 700 84.6 705 630 7'68 65.6 605 17.2 760 {8.{ 668 41.9 766 1..4 877 311.7 TBB 10.6 e60 31.6 760 1.,9 553 21.p 760 31.0 611 27E 768 7DA 031 1411, 41.7 640 561 36.1 630 37.0 408 31.2 646 3t.e 48f 27.3 NO 282 485 24.3 618 28.3 470 21.8 639 22.8 i7; 182 648 te.b 484 16.8 518 122 455 t1.t Sib 16.6 416 Q N Q Q a
TABLE 128 ANCHOR CAPACITY ADJUSTMENT FORMULA: 0- and s'G
AnehorCe m Ity Table Ib•) m
ANCHORCAP.,,,„,,,,, .(L"
sve Me 278 CorleWe ]5k cont. mann cMU FIkd CMU Prwow mad (DR-) }=ANCHOR CAP.
511r Mho 114•SSon Eto 6116'Elco vers ieo mosted m2Sfed •1263113 MULLION CAP.,,,,,,,,
Anc74r Typn 3116-Eke U9Wcen V4-Ek0u62[011 W16-Eke Ullman 114-Ek9Uamc
Anchor Clip Pattama U*,, AggraOabr 1.16recm AOgnYida 5cn:r(O6)3arx SG6) Baer(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edea pstarce On) 1' 2412' V 2-112' 318' 1• 2.112' 1• 2.112' 2 311* 7 0.48• 0.54• 0,324' CAPACITY REQUIRED'CORRESPONDING TO AN
Embed9911 n 7774' 1.Y4- 134' sa14' Y 1.114• I-VV 1-114- 1.114* I-074- 14141 z faro• far vane. ACTUAL PRESSURE REQUIREMENT FOR THE
2 AlKeM Q 4.71 Min,O.C.I SfadaU orOOset CUp(Fig 162y 30013 390105 45013 See WS 1644101 2701s 200 939 W ell 740103 374 Ob 664 ins 976 to 34113 442 me mille, OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Arehm@2.18•Mtn O.C.13la1✓AN(q'Of6el)Up ffl 3' 71013 7401. 61013 U85 Its 142413 NIA 663 Me WA 935 uta NIA BW 13 WA 68294 885 to 112008 CAPACITY(FROM THE TABLE)OF THE SELECTED
6,kmh 11.1n7i'Mh O.O IO.C.St/Onmm(a079et)Cilp(rtp 4y 66513 930 76613 t946 tea WA WA 705 as NIA 709 Ile NA WAWA 1022([9 132711 350099 MULLION.IT WILL YIELD A MINIMUM ANCHOR
d ArcM11216 Angle CUpsI Me 5y 78011 7 6B010s 15M Its 180 lb 01s 560 t6 NIA 760lbs 7481s 86016 1692 ffi 68211 66513 1120 Me CAPACITY WHICH MAY BE USED TO QUALIFY
SAM"O3'MN.O.C.I(2I 2c6ATVL COM l trip% 117013 117009 1020M SIM 03 284411 81 Mile I NIA 114011 112213 I t320 It.I V22Its 1327ffi IN ADDITIONAL ANCHOR OPTIONS FROM THE
3 Afthm 0 1.34-Mtn.O.C.I IICIIp,WoA2B'Altue.(F107y NA WA NA WA II/A NIA WA NIA WA NIA WA WA IUA WA 073 ANCHOR CAPACITY TABLE.
60krctefsa0.64'Me,O.C.l UCBp,In10,12Y Akm(Fip by NIA WA NlA WA N1A NA WA NIA WA NA WA WA NIA WA 21 t✓B PRMUCTREVISED
2 Anctln®26r MIn 0.C1 FC.p(Rp 9y 37011 9711106 3159s 7499, 71211 NIA 2E0ffi HIA 34011, WA 140ffi WA 31113 442 ms 66911, us Complyin6 wids YW Florid•
3Arctm441.TYMri.O.O1F{irp( .1lSy 4:Ins 6257he 37911 973 ids N1A NtA 35316 NIA 3D4th4 MA WA WA ifi bi G..,ffi 814tH f3uillurg Code
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Atcepfwtco NoS
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Fxpi7afi Da(c /f�+j)
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4:
BY)
• • • • • • • TABLE NOTES: 2.000` Miwn Odds Prodect
%5711 I111177j
O • 1 SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR
• • • • • GENERAL INSTALLATION METHODS. ;.� \k)�y110E(ySFtl��(<`p
FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE. t '• .•;'c %
• • • • 4.000" t:i ){o '8708
• • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS SHEETS 21-23.HOLES TO BE DRILLED t1. .250` - -
THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURESS SHOW SUGGESTED,APPROXIMATE HOLE
7 "l
• • LOCATIONS. "'0.•� g Il' Ul-.
,. S IEOF
FIGURE 7: FIGURES: FIGURE 9: FIGURE t0: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT `.(}
• •• • • FZORIV.';•••,
(FIGURES S&6) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. %`/`S, LC ,t(9 `
MUST BE USED ( // Nrl�-•r^
ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND,045'THICK 18 2'X 4'X,25 MULLION 5/ f
•• • 11.PAIRS. GAUGE),STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYIt�N1M1tLE%,P.E.
• •• • • THREADS BEYOND THE MATERIAL,#10 ANCHORS INTO WOOD MAY BE STEEL,i&8 S.S.OR 410 S.S. FL P.E.#58705
TABLE 13A
Mulllon,Capaotty Table filonlo h r
OpminpWidth(for tenica*sparni mullions)or Opening H•I9ht(forFod nto*sparrirlgmU5om)
50 in ram 70 in 80N go to SOON l20N 140 In 1801- q
Recten9uler T,eplTde V Raclanaalar Tmpn4mV. Rectmrgdar TjWrIeng, R%181�guiar TmWdana. RoclengWw Tippr0lanq. ReG
angdiar 7mpTdang Rectangular 7r pR Ractayruiar irepRdang. a 0
2x8x.25 Coading Loading Loadn4 Loading Loadno Leading Loading Laodng LaedW Loading Laednp Loading Lwft baling RLwdnq� 7tLeading Loading LWdina 194:,
Alum.Tub• gp@ $ $ $
Minion lit
g m
Z �
421- 170.0 020 170.0 435 170,0 744 170.0 478 170.0 040 170.0 $00 170.0 992 170,0 610 170.0 lite 170.0 521 170.0 1240 170.0 52t 170.0 1180 170.0 621 170,0 1736 170.0 621 170.0 1863 170.0 621 z }_
48N ITQ9 708 170.0 E2/ 170.0 850 176.0 184 170.0 002 170.0 030 1]0.0 1133 170.0 881 170.0 1215 170.0 477 170.0 14t7 f70.0 600 170.0 1700 170,0 080 170.0 1043 110.0 480 170.0 2247 170.0 000 J W
60.625N 174.0 747 470.0 687 170.0 008 174.0831 t7Q.0 1044 170.0 804 170.0 }t05 170.0 723 170.0 134E 170.0 747 170.4 1494 1740 756 170.0 1793 570.0 756 170.0 2092 170,0 756 170.0 1391 170.6 758 �.g
54 1- 170.0 787 470.0 812 170.0 056 170.0 091 170.0 1114 170.0 751 170.0 127& 170.0 807 170.0 1411 170.0 037 170.0 1684 170.0 056 170.0 1013 170.0 881 170.0 2231 170.0 Bal 170.0 2550 170.0 801 W O Cy
1-1
80N 170.0 685 170.0 701 170.0 1003 170.0 797 170.0 1240 170.0 878 170.0 i41T 170.0 BN 170.0 1504 170.0 084 110.0 1771 170.0 1033 17Q.0 2126 170,0 1083 170,0 2470 170.0 1003 170.0 2473 170.0 1041 M
10
43N 174.4 830 170.0 745 170.0 1114 470.0 850 174o 1302 170.0 940 fTic 1406 170.0 5016 lT0.0 1873 170.0 1074 170.0 1850 170.0 1122 170.0 7131 1740 too 770.0 2x01 qQ.O tilt 174.0 2975 170.0 1171
64 N 170.0 074 170.0 709 170.0 1180 170.0 003 170.0 1101 110.0 1002 170.0 1658 170.0 1088 170.0 1753 170.0 1142100.0
1948 170.0 1210 170.0 2330 170,4 1275 I7tl.0 2727 170.0 1248 1740 7117 170.0 1284 7 m
721n 170.0 1083 170.0 070 170.0 1275 170.0 1000 fl0.0 1488 170.0 1126 170.0 f7tl0 170.0 1220 170.0 1913 YT0.0 0 2125 170.0 1347 170.0 2550 470.0 1448 170,0 2076 170.0 1829 170.0 3400 170.0 1530 ?
3� 74h [17
1122 170.0 037 170.8 1344 1740 1089 170.01570 170.0 1249 170.0 5794 ira.o 1322 00.0 2019 170.0 02247 170.0 I505 1700 2892 170A lea 570.0 3148 170.0 149{ 170.0 3589 174.0 1705 � � ��
78N 1151 170.0 007 170.0 1301 170.0 1118r154.4
toll 170.0 1250 110.0 1642 170,0 1309 174.0 2072 170.0 0 2302 170.0 1664 170.0 2703 170,0 1700 170.0 3223 170.0 1777 170.0 3843 1700 17Bat- ._JPDN 1328 170.0 1141 170,0 1694 578.0 1324 185D 1740 1{09 170.0 Ti1b 170.0 1853 1700 2394 170.4 2854 170.0 1918 17o.0 3104 170.0 2125 t5B.0 3417 170.0 2273 138.5 N13 170.0 2301 Z - Q08In 1417 174.0 1232 170.0 1700 170.0 1434 IB43 170.0 1622 170.0 2287 t70.0 f764 170.0 2550 170.0 2833 170.0 2Q05 180.0 3599 770.0 2334 4371 3189 idlA 2470 120.0 3189 156.1 2428 N zQ
1061n 15D1 170.0 1109 170,0 1813 170.0 I&1 2211 170.0 1070 170.0 2530 1700 2078 104.8 2]01 170.0 2745 141.9 2373 12].0 2141 1104 2201 105.9 2781 125.9 2234 02.7 2781 118.0 2100
iti In 1838 170,0 1154 170.0 1948 170.0 1700 2203 174.0 1932 170.0 2821 170,0 2149 151.0 2012 102.3 2245 538.8 2632 148.{ 2218 iflA 2872 178.4 2188 D7.8 2432 115.1 2120 45.4 2832 108.3 2088
l20N 7771 170.0 1506 174.0 2125 570.0 1450 2252 159.9 1891 135,1 2252 141.4 1964 120.1 2252 127.2 1638 106.1 2252 114.1 1916 90.1 7152 99.8 1872 712 7252 88.0 1838 97.4 2257 81.4 1008 V7 173
iN In 126.1 1681 128,4 1N5 104,3 1584 iW.l 1425 80.4 1681 01.6 1407 78.2 1681 80,7 1380 110.5 1561 72.7 1373 02.6 1584 85.7 1358 421 15114 54.0 1330 44.7 156{ 40.2 1705 79.1 1561 H.4 1283 CJ N 4 b
TABLE 13B a` z y4A
Anchor CB 8c1 Table Ibs A:. .oR CAPACITY ADJUSTMENT FORMULA: 1°0 a
subsimta: 2.7k CO Wa 3.5k Cane, "w_CMU 7Ned eMu FT Weal W.101 ppm ANCHOR CAP.,,,,•.,,, w
( )X )-ANCHOR CAP.,,, w � ��
Anawrym 3716•Eieo Uwacon 111•Eke
L ocean ws*Eke yi0•EX0Uivaaon U4•Ek.Uivaoon w SS El..WIV Efco 174•SS Eko 910 Steil 412 SIae! •12 sled %MULLION CAP.,,„.-.
AnehorCilp P0St4mt uveon AMOGaror UBmcoa AW.GA r screw(05)aemw(as) setewfos) USE THIS FORMULA TO OBTAIN THE•ANCHOR
Edge I7leunee(in) r 2arr 1• 2.12• 3.u4• 1• 2.14r1
2.12' 7 3•NB• 7 o.4e• 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
Emlg6nent(Ny: 1ar4' 1.3x4• 1.34- 1814• 2• 1.17r s.ttl- i-171• S•i74• 1-tri• 1-114• 7 tsr8• Lata• -do. ACTUAL PRESSURE REQUIREMENT FOR THE
2 Ancharo®4.76'Min.O.C./SlaMmdrc089el CUP(Fq.142): 380Pa 300Ibs 1500te B90W 1&4 W270 PA 2801W 35494 740Ite 374Ies 6641W 944" 341 IW 4421te 01b. OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anon t ®4.88'MN.O.C.r Sianldrd W04se0 Ci'A(Fp,3T 180 Re 180 the 90D fbs 1780 iW 3732 iba 540 tag 564 iw 706 0k 146014• 748 Its 1272 tbs 5802 tbs 682 tba 6E5 th 1120 tag CAPACITY(FROM THE TABLE)OF THE SELECTED
8 Armhaa 0 1.71•MN.O.C.I SW-Wd(or Ob-t)Cie(Fp,4): 11601W t_bs. 10101bs 2595108 WA WA 94016. WA 1005 the WA _WA WA 1353 N8 17701hs 22401bs MULLION,IT WILL YIELD A MINIMUM ANCHOR
4 Arm11aa@3•M(n O.C.I(2)2aEAr4ls Opt I ft.S}: 780 r. 700 i6s WOIto 1560 the 1496lba $40&s 5186108 WA 760168 748468 880ibs 1892178 6921W 6SS The 1120 lot CAPACITY WHICH MAY BE USED TO QUALIFY
8 Anohofe 0 3•Min D.C./(212,5 Ar4Js Gipa/(Flq,eY !SBO lea 1600IW 1350 toe 3120161 31921W 108016s 1120 IM WA 15201W 1496 b 1760168 37641bs 13531bk 1770 ms 22AC Ibs ADDITIONAL ANCHOR OPTIONS FROM THE
12Amtan 1,5•Min.O.C.l(2)2sSAngis C9pa/(Fig.T): 14601bs 2100 tbs 1440 JW Nee 1W WA WA 132D" WA 1500(6, WA WA WA 26/51bs 2854 bs 3560 SDs ANCHOR CAPACITY TABLE.
4 Archon 491.34'MN.O.C.I a4lip,Nto•125'Alum.(Ro,8). WA YIA WA WA WA WA WA WA WA WA WA NIA 1430 the FNWUC•I-RBVISED
e Arch-0OA4•b9n.O,C.I U-01p,Into.125'Alt.,IN,9): WA WA WA WAI WA WA WA WA WA WA WA NIA
WA NIA 2861 IW os Complying with dw Florid4
2Anohan 0466'Mh O,C1F-Csp(fig.10): 3B0W8 J801ha 450 pa 89QW i6181W 2701W 2BOIb• 354 Wo 7406, 37116 g301W BIB Op 34100 442Im Ge01pa 1'1"2.000'--i DuddLrBCode
ACaeplanco Pio�(o-OZ1g•0^s
4 Anctwn 1,74'MN.O.C1 F-C9p(Fb�t13 6901W 7001W 6051- 1MeS WA WA 4TOlbe WA 53308 WA WA WA 8671be 805108 f1M r. •250, 4
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
TABLE NOTES: B
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIGURE It: Miam L7odu4C
• • • • • • • • ♦ 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON 141 111 i I!7
LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. kYNAf
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ��' •' .. ...
8.000' � t'.• A.
• • • • • .• .. ♦ ♦ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS {din.58'7011
21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON _
FIGURE 6: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE !'Q�,,(��r IlJ
CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '1� ,��.,{TL0�:(FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE•TREATED[AHnUn
5.7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083-T5 AND BE AMINIMUM OF.125• ' •.1"0Hit)I,MUSTBETHICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK 18 GAUGE.STRUCTURAL STEEL TO♦ ♦ USED IN BE AT LEAST.125•THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW •=77"WMILL'
PAIRS. 2•X B•X,25• A.LYNN'Pat#587,P.E.
THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,78.8 S.S.OR 410 S.S. MULLION
FL p.E.#58705
[HAE ® ppt�y
Mullion Capacity Table Ibstfe)
Opening Width(Iorverfl Ity-spanning mWlons)Or Opening Height(for hod By-sparring mUllw+s) 5
601. 601. 701n 801n 901. 1001. 1201n 1401. 16061 p
Redarew TrapTdalg. RectalgWar Tmplydang. Rxtangalar TkWTdarg. Rec+algolar TraplTdarc Re WwAar TmpTdaaq R-tan9War T.ATrlmg. Reataiptar Tw;adarg. RCcren9War Tm{Yrnmg. RxtorV.I. Traprrdano. y
to
Loadlg LoadUg L.1rr. Loadw Loadlrg Loafing Loading Loadkg Wading Loedkaj LoadIg Lmdirg Loadlg Loaw-9 Loadag Waft Loamro
AhI
to
� ` � Og• � � g �' � � 0 � g � �' g 1a is .:g m LL
Z �
421. 144.2 528 167.0 428 120.2 520 14&0 419 103.0 626 138.0 414 Bal 620 134.6 411 80.1 626 134.1 411 721 626 134.1 411 60.1 528 134.1 411 51.5 526 134.1 411 45.1 526 1311 411 0
481. 90.6 403 108.0 333 60.5 403 94.7 325 69.0 403 00.4 320 W.4 403 61.4 317 63.7 403 70.1 3% 48.3 403 76.6 314 40.3 403 78.6 314 34.6 403 70.8 314 30.2 407 )8.8 314 J W
60.W51n a23 362 81.0 301 66.6 3B2 79.3 294 58.5 362 71.9 259 51.5 382 07.2 266 45.7 367 64.6 284 41.2 382 63.8 283 34.3 367 83.6 267 29.4 382 BAS 283 26.7 382 67.6 283
OR
541. 67.8 316 74A 267 56.6 316 64.2 261 48.5 318 57.7 268 424 318 535 253 37.7 318 50.8 250 33.9 318 40.5 249 28.3 316 49.1 248 24.2 318 48.1 24B 21.2 318 /8.1 248 W p$
m
601. 49.5 256 53.1 210 41.2 256 45.7 214 353 250 40.7 210 30.9 268 772 207 27.6 258 34.9 204 7.17 256 73.4 203 20.6 258 32.2 211 17.7 25B 322 201 15.6 268 32.2 201 co 40 J
631. 427 234 Ifi.0 200 35.6 274 39.1 1B5 30.6 274 34.7 192 26.7 234 31.0 189 237 234 20.4 188 21.4 234 2&0 184 17.6 234 26.8 153 15.3 231 26.5 183 114 234 21.5 183 LU
M78in
213 39.4 183 31.0 213 317 179 28.5 213 28.6 176 23.2 213 27.0 173 20.6 213 25.1 170 1&8 213 217 169 15.5 213 222 167 13.3 213 710 166 11.6 213 21.0 188 Z In$ m
179 30.1 165 23.8 170 25.8 152 20A 178 225 149 17.9 179 203 147 159 179 18.T 145
J1 pp
161 26.4 140 20.7 181 21,8 137 17.4 1B1 18.0 136 162 161 17.0 173 8 z 162 23.6 133 fab 162 10.9 131 ifit 162 17.5 12804 '-
Q `
~ � Q � p
TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: FQ- X.Z C
Anchor Gp■cl T■blo Ob■) ANCHOR CAP.,n,,,,,
61Lc12IC 2.7k Cmcrtle 9.Sx Care. 1{oOow CMU Fgtd CNU of Woad Md� (DP,„)X( )=ANCHOR CAP.,,, U)
5116'Eko 1N•SSEko dl6'Eko ll4'SSEko Y1031v1 tll2Sleel YI281ea1 MULLIONCAP.,,a„•a, (q
Anchor Typa SPIVEI[o UHmcm 1/r t7co unracon 3/16•Eko Ulr4con IWEkolnlr4ca. /16-En A®e0ria screw 06 scree 51 screw a5 USE THIS FORMULA TO OBTAIN THE'ANCHOR N
AnchorCllp P■ttom■ ulaan A99rt ( 1 ( 1 X
Egp:ol:tamc(Nl t• 2-12' r at2' 3.1.1• t• 2-12' 1• 2.77 z• Mar 7 0.46' 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN F
Em6edng1l M3 +3•d' 1314' fy1• 1J/4• 7 1-1/4' t-VI' 1.114• 1-114' 1-114• 1-114 7 1.36• f.'VB' rano ACTUAL PRESSURE REQUIREMENT FOR THE U N Q
dA7rinn®3'MN O.C./p1245Argk qps/ t 7B01m T601D5 6BOlOB 15t3)IDS 1BB6lae 5/0Ire l4AD5 wA 70D as 746®' rao1O1 1092 U. J. BBS ms uae 1.1 OPENING,WHEN IT IS LOWER THAN THE MULLION Q Z O O
CAPACITY(FROM THE TABLE)OF THE SELECTED a m4 O s:Q
MULLION.ITWILL YIELDAMINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY --3
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING, t•.-1.266"-- rHc u,Ucf
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I D
aS complying
wtvith idr the FIOrIrL
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 110dutg Godo
A-PIMMNo
FIGURE 1: �(4so218.03
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 1 in
Bxpimli9n Did rjA�,
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.118• By
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. M' Dada
125' 11111111)
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �• `��� I'(1:t M1(!�//
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD BHALL BE PRESSURE-TREATED T 1 ,.• .. . F
YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE 6083-T6 AND BEA MINIMUM OF.126' 1 \ �10EtJS •• 'P
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.26'X 2.11'%.125'MULLION Q
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) -'lt. No.58-105
THE MATERIAL.#10 S 012 ANCHORS INTO WOOD MAY BE STEEL,188 S.S.OR 410 S.S.
( :�.LI
y,
A.LYP.E.
FL P.E.#58705
TABLE15A n
Mullion Capacity Tablo Ib611tz •in
Opening Width(for 1etticakapanrlrg mt9iors9)or Oponing Holght(for hodzwta8y-3parrirg mullions) 111 x R
501n So In 701n 00 h 9014 login 1201n 140 h too In O
Raatangdar T.Prm-q. -is-on Trawwarp. Reetangdu TFapttdan8- Redefte'tar Stapiffimq. ReetwOm Trapr wo' Red.Wer Tnpirnaaq. R%I.Uutn hepnliaao0, Feetar�9d0 MaptTdeno. Roclanpatai Dwrdang. �q
726"30 loed4np l,aadn0 Lending Loadn9 lmdNp loadtg Loadn9 Lafdip 1pedeg Loading LaadnO l.oad5tp Loadnp Loadrq Loadnp laednp Laedtrp loadn9 sY
DEG.AL
BAY MU LL
T151111i
TH ,
�$]
4214 1710 ago 176.0 433 7701 7H 174.0 470 578.0 863 170.0 390 170.0 9d2 1730 5118 570.0 iiia 170.0 521 1701 1240 170.0 321 170,0 i{68 1730 521 t70.0 1733 170.0 521 ,,..t 1740 170.0 321 O W
48 N 170.0 700 170.0 524 170.6 633 170.0 684 170.0 992 170.0 830 170.0 1133 170.0 881 170.0 1273 1711.0 677 170.0 1417 170.0 860 1522 1822 170.0 BB0 130.b 1022 170.0 880 114.2 1522 170.0 860 v -j LU
50.826 to 1709 747 1701 583 1701 800 170,0 931 770.0 10{8 1701 884 170.0 1183 1701 723 1701 7345 170.0 747 761.2 iN7 1>OA 768 136.9 1443 170.6 758 117,3 1443 170.0 I'M 102.8 14Q 170.0 760 Of to
n
64 in 170.0 tot 170.0 bt2 174.0 956 170.0 E9t 1701 itta 1170.0 764 1700 1275 I= 603 160.4 1353 170.0 337 144.3 11353 170.0 856 120.] 7353 170.0 861 193.1 7353 170.0 a8! 902 135] 170.0 681 CO O Q
60h 170.0 685 170.0 7111 170.0 1003 170.0 787 167.0 1218 170.0 878 1484 1216 trap 044 129.E 1216 178.0 436 116.9 1210 1511 924 97.4 1216 1484 917 81.0 1218 148,1 013 73,1 1218 146.1 91] J
63 In 5701 830 170.0 745 170.0 1119 170.0 050 1602 1150 1881 933 131.4 1190 163.0 914 118.8 1160 1419 ego 105.1 JIM 1134.2 Dae 37.8 1130 128.7 871 7d.1 1150 120.2 6T0 83.T 7560 126.2 870 Ltl j
r� 66h 170.0 974 11&0 7a9 192.4 1046 1650 Of 1309 1048 148.8 881 114.3 1046 133,1 650 101.8 1040 123.4 81g 91.4 1046 ilflb 830 792 5418 169.4 621 W.3 1048 108.2 818 b7.t 1646 1082 th6 Z fn m
�a L� 2}
1 72h 1411.0 e80 147.8 764 117,4 880 128.0 740 100.6 060 110.0 734 68.0 680 100.0 712 70.2 360 82.4 712 701 800 662 761 6aT 000 78.2 693 60.3 860 73,6 360 44.0 080 78.4 030 =
7891 118.7 766 RS.t 890 89.0 780 108.4 878 855 79D 93.3 663 114.6 790 83.8 852 685 79009.8 790 71.7 835 491 790 W..47.
78037.4 790 af.5 877 ••-f Z
7814 1101 750 115.5 547 92.3 760 98.1 844 7F.1 750 OS.g 832 68.2 750 117.) 821 31.6 760 584760 96.7 645 48.2 750 750 58.2 680 345 T80 85.6 688 t00m 72.1 583 741 600 00.1 603 62.9 491 51.5 663 64.6 463 45.1 bei 45.9 475 401 63338.1 067 40.9 482 330 693 663 33,3 445 22.5 581 31.6 442 m98h 594 495 81.1 443 40.5 495 51.5 436 42A 493 44.8 427 37.1 495 39.0 421 33.0 405291 495 332 409 24.8 483 496 288 394 tad 485 25,0 390 f w - {} O148tH 41.7 381 428 353 34.6 391 35.9 346 2gA 391 31.1 342 231 391 27.6 337 23.2 301201 301 22.6 328 171 Jgf 391 17.8 316 fn 3
111 N 36.4 370 382 335 32.0 370 33.0 3'30 27.5 370 28.6 326 24.0 370 26.3 320 21,4 770 1&2 370 20.8 312 10.0 370 16.1 706 0 N U
12014 30.4 317 30.0 259 25.3 311 2&0 244 2t�7 317 22.5 280 19.0 317 19.9 278 1d0 31717111 1--
34/N 17.9 220 17.6 203 Q M 4 Q a
a 'Z 8
Anchor Ca aci T6btoIbe
TABLE 15B row ANCHOR CAPACITY ADJUSTMENT FORMULA: 4�
�, $$$ .��••,1
800.1. 2.71 Gancrda 3.56 Conc. knew CMU ANCHOR CAP.,,,,,,,,,,•
Fled CMU PTN4W Metal (DP„)X C )=ANCHOR CAP.,,,
Yte•Eko 14.85 Eko 5115 Eke 114•SS Eco !tO 81337 !12 Sleet !112 Sieal MULLION CAP.,,,,,,,,,a
Anchor ClipPattern* AneNt Type: 3118`Eka UIBBcm 114*Elea Uluacan Ulbacon 3/18'E..Ulu.. 14'Eko Ul4scm A
ppaOa ar U6mcon App 80813 Oc rn(051 Boraw(GS) S nm(061 USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge Wlanea 9np t• 1 2.112' 1• 2.1rr 34r8• 1• 2.1ir 1• 1 2-Ire r 3-1/8' 1 r o4s• 0.54` 3.324• CAPACITY REQUIRED•CORRESPONDING TO AN
Embedment 2ey. 134• 1.34' 1.34' 1.34" 2• 1.14• 1-114' 1-f!d• 1.114' 1.14' 1.174• Y file' 1.316` tBda4 ACTUAL PRESSURE REQUIREMENT FOR THE
2AxMnaS•804.O.C.l(2)2xsAnpia atW fiFip.ty: 3go lea 390 the 453le, 890 i. 17949m 276 tm 2609» 3541. 740m 374 i. 7201. 94666 341 Jul; 442ib 5001. OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Aalwra N 3.5"Min.O.C.1(2)2K5 Angle Clips I flg,21: 790 U,3 734 8m 190 Ma 1670 The 25251b4 5401. 5601ba wA 11201 a 748 Wa B80lea 1092134 682 lbs 6851. 11201. CAPACITY(FROM THE TABLE)OF THE SELECTED
FAX Mm.o.ar )2a5M9eCtp4r(Fq.31 112 . 1120 W sseln 22461. 2254m4 WA 6431. wA last. wA 13202. wA 1o1zf. 13211. 1680 las MULLION.IT WILL YIELD AMINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
FIGURE 1:
ANCHOR CAPACITY TABLE. 7'RWUCT REVISED
TABLE NOTES: m complying with Lha Flo"-
Buitding Code
Ac6apfan0e No)6'tTLiB.p
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. pimil Owe
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
By
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. MI Do&•rOdOcI
FIGURE 2: 1l V f l l l 111
ULLION AND
N CLIPS
WN ARE NOT TO SCALE.FOR
CT
• • • •
HOLES TOBE R DRILLED ION THE FIELD FOL OWING DIMENSIONAL RESSTRICTIONS SHIONS,SEE SHEETS OWN ON SHEETS 21-23 125" ``\P.-
30.
)`(�
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -r"'�'"'� ' '�\Gf-1'ISC� ^•
:c
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 9.250• _ ;"O'!10705 _
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED r• �,. ,•�',�
• • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 5063-T5 AND BE A MINIMUM OF.125' . L tr
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT ;.U j 6 : IU_
LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 30'BAY ,)) (,,(� i l y'
MULLION $'FATE Of
• • THE MATERIAL,1110&F12 ANCHORS INTO WOOD MAY.BE STEEL,18-8 S.S.OR 410 S.S. ';{�;^•., Ft OR10p:•r'Gam'
ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. !•���i`'l(){�)
A,L14N M!L'L�R,P.E.
FL P.E.#58705
TABLE 16A
Mulilon Capacity Table Ibsel
OpaningWidth(for teNcalVspeMrgmdias)orOpon)ngHeight(for rodmnts spamirymHliass) G!-c!
Q
501n 40N 701n Ito in 001n Win 120N 140N faoin }� o
RectmgL4 TrepridanO. RoclanguUr Traprfdan9. RaclmpWv TrepfTdcrq. RecUlgWor T"PIT'I"". Ractanprlu TrapTUnO, R."""dar Ttaprrdanl. PactanOWrr Trep7Td.nD. Rect.neWr TaplTdeng. Recten0uler Trdprrdmg, p`Rj�d
y a
3.26"46 Loednp LoadnO Ln.dirp Lo.dn9 lnadnp Lnadrp l,oedng loadnp LoadnD la.dnB Imdng Loadhp LoadNg leednp Lwdn9 Loadnp LoednLq$D I.oadnD Y
.AL
ad
AY MULL
'2' £j aa �' A �' 6�' LO
s 1311
BAY MULL �" � � 0�' �" � 0� �' �- �• �
o N U)
42 In 17#01'4'1
170.D 435 170,0 744 170.0 178 170.0 BBB 170.0 500 170.0 092 170.0 510 170.0 1116 170,0 521 170.0 124D 170.0 521 170.0 1488 170.0 521 170.0 1733 170.0 521 160.3 1871 170.0 521
46 In 17 170.0 $24 170.0 850 170.0 584 170.0 992 170.0 670 170.0 1137 170.0 661 170,0 1275 170.0 671 1700 1417 170.0 680 163.7 1017 170.0 660 140.3 1677 170.0 680 122.6 1637 170.0 68D r=
50.625 In 17 170.0 503 170.0 890 170.0 831 170.0 10M 170.0 684 170,0 1195 170.0 723 170.0 t345 170.0 747 170.0 1404 170.0 750 147.1 1552 170.0 766 128.1 1552 1700 75a 110.1 1552 170.0 750 W O O
54 N 170.0 707 170.0 612 170.0 066 170.0 601 170.0 1116 170.0 754 170.0 1775 170.0 903 170.0 1434 170.0 877 155.2 1455 170.0 856 128,1 1455 170.0 681 110.8 1455 170.0 Ni 07.0 1455 170.0 Sol m m
BON 170.0 885 170.0 701 170.0 1003 170.0 707 170.0 1210 170.0 070 157.1 1709 170.0 014 138.7 1301 170.0 908 123.7 1700 103.5 091 10+.8 1700 167.1 082 80.6 1300 167.1 902 78.8 1301 167.1 082 J
63 In 170.0 130 170o 745 170.0 1116 170.D 850 1021 1247 170.0 040 1425 1247 164.6 983 126.7 1247 152.8 90.5 114.0 1247 141.1 952 95.0 t247 1742 978 01.4 1217 115.7 933 71.3 1217 115.7 075
W
08 in 170.0 171 170.0 7159 170.0 1181 170.0 603 149.4 1190 183.7 00.5 120.9 1100 147.0 945 115.4 1190 08.5 928 103.1 1190 120.1 114 66.6 1100 119.6 098 74.2 1190 118.1 a93 44.8 1100 116.1 843 m �
-in iS1.6 1010 168.8 877 111.7 1010 144.0 850 115.1 1010 127.2 812 101.0 1010 114.7 828 aSs 1010 105.0 617 50.8 1010 98.9 607 67.3 1010 911.5 795 57.7 1010 87,8 700 W.S MCI 87.7 709 �
78 in 137.4 006 143.8 792 114.5 808 122.0 715 08.1 900 107.1 781 85.0 006 982 749 76.3 906 88.2 738 80.7 008 823 720 57.3 906 74.7 716 49.1 0015 71.2 710 120 008 70.8 706
i
78 In 127.1 681 132.5 754 105.1 Sal 1125 738 90.8 801 68.6 725 79A 881 88.5 717 70.6 501 81.0 703 61.8 601 75.4 894 53.0 Sal 68.1 691 45.1 Ni 84.8 675 79.7 801 W.7 072 Z ¢ Q D) o
90 In 82,7 618 85A 574 06.0 048 721 581 50.1 am 02.9 554 51.7 610 98.1 545 40.0 616 50.0 577 41A 018 47.0 530 34.5 616 41.5 519 28.5 640 38.2 Sit 25.9 840 30.5 507 Q LU Z c-'01
`-
H W O
so In 88.2 3158 70.1 SOB 540 S60 31.1 IB9 /6.T 566 51.4 491 12.0 689 15.6 IB7 37.9 568 41.4 470 34.1 508 36.1 470 28.4 5158 31.4 459 24.3 588 10.5 452 21.3 588 28.7 M7 (n w �0
r44
47.1197 2B.B N9 1.31.7 707 2fl8 119 ze.a 702 23.9 410 20.1 377 20.0 410 22.7 368 17.1 411 20.4 781 I6.0 IID 19.1 758 44.1 426 45.0 385 26.8 425 370 LU
379 31.5 125 32.0 777 27.8 125 21.1 307 21.9 tl3 102 182 721 125 24.0 358 18A 425 20.7 350 13.0 125 10.8 311 1 O
fn35.5371 28.1 304 288 326 21,8 384 25.6 321 21.6 361 220 717 10.4 361 20.5313 20.2 263 PA 233 16.6 257 17.1 230 M Z d'<)
TABLE 160 ANCHOR CAPACITY ADJUSTMENT FORMULA: - � �
Anchor Ca acl Table Ib0 ANCHORCAP.,�,,,,,,
Subalmle: 27k Cacmla 7.54 Caw. Holow C4dU Fdea CMU PT Wood Melol (DP„p)X( )=ANCHOR CAP
3054
Elco 1/1'88 Eko 61141 Elco W4'88Eko Bt08leel 8128tod 9128tcd MULLION CAP.,,„•„
Anonor Typo. 3116'Eko UV.con 11P FJco Ulbacon Yt6-Eko Ult-an. 111'Eko Uibecm
AnchorClip PoOema Ulbmon ADpr.(ielor u0r.00n Ap1reG.lor 6oraw lGs)wear(G5) Buew(0.5) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Edp Olslanca(N): 1' 24tr 1• 2.12• 3-316• t• alrr r a1R- 2' 3•1ir r 0.48' o.s4 0.321• CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment M) 137r 1-Y4 1-314' I-Yr z 1.174 1.1/4' 1-111' 1.114- 1-114' 1-114• r i-wr 1.318- rens. ACTUAL PRESSURE REQUIREMENT FOR THE
2Ancror.®5.9617.O.C./(2)2tsAnpte WW/(Pq.1): 390 ka 390/13 450 lbs 800 Ns 17a0Ibs zro Bu 280163 35110s 740/03 3141615 720/68 940 las 3151 bs +1216. SBOIb. OPENING,WHEN IT IS LOWER THAN THE MUWON
4 Anchors®7.3'8915 O.C./R)?tSAnpk Cops 7(Fq.2p leo 1515 7804015 Teo roe fe7o tw 2525140 5104015 360/63 wA 11201115 748 lb. 580Ibs 1592 1b. 682 on BBs fro 1120 W CAPACITY(FROM THE TABLE)OF THE SELECTED
s Andorra 271'9017.O.C./(212r5An0b COW!ffq.3): 1120lbs MOMS MS 956163 22{B 163 2254140 wA &O lbp WA 10581G WA 1320 Ota MIA 1022 V. 1321 Ne 7880 roc MULLION.IT WILL YIELD A MIN[MUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE. /-14000cr REVISED
FIGURE 1: m c 11p[yin8 with dor Florida
TABLE NOTES: it i"'=
AM anreNa 16.0218.03
• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Ea MUM Date ?D2I
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By
[i] 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Minn' rrOduct
FIGURE 2:
3 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 1
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125' 45•� ��C" •• ••.;�(b ��
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �•� ,.•'�tCCNSfi
4)SUBSTRATES,CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250'
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL.BE PRESSURE-TREATED - =
• • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.125' - �. N !k'-•
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND,045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 45•BAY ^"0 -1 $ •///,
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION ��'•, ;5
At 0I1 .•\:.
THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEFl,18-8 S.S.OR 410 S.S. /��•../'7.01210..• �C�;
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS.
A.LYNN)ly LER'�.E.
FL P.E.#58705
D
H1.000'�I 1--1.250'-I �K' n
--1 1.000' Imo- -"I 1.000'
--( 1.000• �-- --� 1.000• )-- I .1z5"1.000-
1.266--1
1.000- C,. qO
.125' I p � Gl
'(II
[[37,51 2.750' .125 3.125' .125' 3.188'-.125' I 25' .125'
2.000' 2.01I00' 2.116' N125' L � 600' 285' 125° O zm' 375' L F-
r -T r 906• r J lL
1'X 2'X.125'MULLION 1'X 2'X.375'MULLION 1'X2.75'X.375'MULLION 1'X 2.75'X.B50'MULLION 1'X 3.125'X.5'MULLION 1.25'X 3.188'X.265'MULLION 1.26'X 2.11'X.126'MULLION _
6063-TS ALUM. 8063•TS ALUM. 8063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. -• N
X-SECTION X-SECTION XSECTION X-SECTION X-SECTION X-SECTION X-SECTION = Z C,S
f0
-1--{ cn
1--.125' �--{r--,125' �I I.-.125- N 7
TABLE A Z W g
2X5 ANGLE CLIP
6063-T ALUM. 1 I 6063-T6 ALUM. DlmenAOn Value(In) For MUIIIOn: ? W
6083-T6 ALUM. 2 125•
2.000' I X-SECTION 2.000' XSECTION Z
U-CLIP
I I 6003-TB ALUM. II .125' B 2.&yyr 1. 125' 1- U F
,125' X-SECTION LL Aluminum Z Q O7 `p
C 0.895 Tube Mulllan Q ZZO Z N zz
r I D 0.740 Q A09 0
.125"J .740'F- A 1.125 P X2°X.375° W . $ a
B 2.404 Aluminum J N
5.500'-
3.125' " CUEATEF-HERETO _.375" 5.000' -{ C 0' Tube Mullion (~j Q
.375" _CREATE F-CLIP.SEE MIN. I� D 0.490 a H� N
MIN. DETAIL F,SHEET 4 .375'MIN.
A 1.875 �$ ko mOa,
r-------i I -------I A A U-CLIP A -----____i B 3.000 1'X2.75•°X
IL ------ t_-------J - 6063-T6 ALUM. - --------------------
------------ 2X5 ANGLE CLIP C 0.757 .375Aluminum
TOPMEw 8063.78 ALUM. D 1.118 Tube Mullion
TOPVIEW
- STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .450 Mln.
6063-T6 ALUM. DASHED BOUNDARY.SEE SHEETS 5-17 FOR THE A 1312
CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR 1'X 2.Tb'X
ZC.NTE.OF ANCHOR HOLE MUST LIE TOPVIEW HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER t 1/16. B 3.000 .650'
HIN THE DASHED BOUNDARY.SEE
SHEETS 6-17 FOR THE ANCHOR O.C. WITHIN THE DASHED
DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY,SEE C 0.478 Aluminum
DIAMETER:ANCHOR DIAMETER•1/16'. SHEETS 5.17 FOR THE D 0.838 Tube Mullion
ANCHOR O.C. TABLE
DISTANCE.MAXIMUM PGT Port A A 2'0DO .^RGDUCI'REVISBD
ANCHOR HOLE 1'X 3.125'X
Mull C 2.837 wilding odxi160oF-L
MIN. DIAMETER:ANCHOR Mullion Std.Clip Offset Cllp U-clip Angle Cllp .600'Alum Building Coda
.375' DIAMETER.1116'. C 0.883 Tube Mull Amfft cc N.(�D-G?J •03
MIN. 1"X7'X.125"(5) 66605 666113M 6661116M 666243M 668511M D 1.137 pirou Data /jD21
1"X2"X.376"(6) 688006 666114M 6681119M 666244M 668512M A 2.625 Dy
r---- -.-..----I------------- 1.25'X3.188'
1 I r 1"X 2.76"X.375"(7) 66607 688115M 6661120M 666245M 666513M B 3.282 Mien Dndo Frodua
I X.266'Alum
1"X2.75"X.650"(8) 68600 666116M 6661121M 666246M 666514M C 0.862 'ILbe Mull \ W1/1
kit
1 B
.--- --- -D i D 1.762 O��y r,,-H,,,;".
1 1 I i 1"X3.125"X.500"(9) 66837M 6681116M 6661114M 606242M 868516M 1.26'X2.11°X h�,••'�\�EI•LSE
i 1.25'X3.188"X.285"(12) 66641M 6661117M 6661113M 666241M 66661BM A 1.813
------ 121'Alum _; r oli '
1 ------J 1.28"X 2.11"X.125"(18) 69370 N/A N/A NIA 686517M Tube Mull Ido.X61 =,
�• �.,� f6
C OFFSET CLIP NOTES: -U
.125'- 6063-T6 ALUM. ^`'il !U:
TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. �.1 IA L 1>• `•;
.740•-I--r-moi •�r,/.`'..,.F1:OR\-?;,•'.Cq�
r6 2)SEE SHEETS 5-20 FOR SUGGESTED.APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C.DISTANCE.
�'i'C,
S/n,l \-
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. A.LYNMIf}�14 870 P.E.
FL P.E.#58705
-� 1.000" 1.000' �-- j�i.asz•-1� e
_ 740' �
.063' .385' rt u ppn
.062'. -T 125' H$
.062' -
4.000' •126'STANDARD CLIP u
4,000" 4.000" 2.825' 2.000' 6063-TB ALUM. I 2.125" 2.000. 2X5 ANGLE CLIP U
__,125• X-SECTION U-CLIP 6063-TB TI OM. al
1 BOB3•ECTIONALUM. XSECTION ,125' N
•125' X-SECTION �
.0311 r co N L y
125' Q (-
r CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
.125 375, ,155"J 375, DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE
ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR m d U)
HOLE DIAMETER:ANCHOR DIAMETER+1116'. B
1'X4'X.125'� I*X4'X.375' I 1'X4'X.375" 5r m N 0 F-
MULLION MULLION 'T'-MULLION 5.000' Z) Z M
5083.76 ALUM. 8083.78 ALUM. 6063-T6ALUM. 3.125' CUT HERETO 375° 375' 1-- Q t0 J
X-SECTION X-SECTION X.SECTION '375' "�.-CREATE FLOP,SEE - �MIN. y .--I
MIN. ( DETAIL F,SHEET4 _ Z
1.260• .375' Z W
r-------� I r--------i - r-------- -----------i .376' - LU
CENTER OF
1.250'- t71210' i I I I I 1 ANCHOR HOLE j MIN. j a Z
1 I I 1 MUST LIE WITHIN I 1 a EL
I 1 I I
THEDASHED
F BOUNDARY.SEE j QZQ p> p
_ SHEETS 5-20 FOR I fV
2.875•E I _-_ I I _-_ I -� THEANCHORO.C. F _+-_--___-_I Q.q Z..O..O
3.94' i i 1 I i F I DISTANCE
I I N Z 8 ��
3.250' 3. I I I I I ANCHORHOLE i w O Y Y
I I I I I DIAMETER:
-. -j
100' .100' .100' � __� �_______� ANCHOR �_____________________j V Q- DIAMETER+1116'.x.100' L 2X5 ANGLE CLIP m0Q
- 28 q• 624' �C STANDARD CLIP U•CLIP 8083-TB ALUM• - �°0 a'- - ,-
ZCETEROF ANCHOR HOLE MUST LIE 6063-T6 ALUM' 606T30PVA UM. TOPVIEW �)--1 .820" 1-- 1 ---( .820' V--• --1 .820' F- HIN THE DASHED BOUNDARY.SEE
1.25'X 3.25'X.100' 1.25'X 3.25'X.624' 1.25'X 3.04'X.624' SHEETS 5.20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT.
MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value(In) ForMulllon: Dimension Volue(In) For Mullion:
6005.75 ALUM. 600ST6 ALUM. 6005.75 ALUM. DIAMETER:ANCHOR DIAMETER 1116'. 7 X4' F 1.936 1.25"X3.25*
X-SECTION X-SECTION X-SECTION G 1.000 .125 G 0.500 X.624'
-3.469"1:5--15.500" H 2.860 Aluminum H 1.438 Aluminum
2.G61' VALLI 375' 1 3.000 Tube Mullion I 3.250 Tube Mullion
375° F 3.187 1'X4'X F 2.825 1.25•X 4"�-1 ,125• MIN. G 0.767 .375' G 1.125 X.624'1.377"� H 2430 Alu lnum H 1.500 Aluminum - -7QLJC(•REVISED
I 3.000 Tube&'T' 1 3.250 Tube Mullion complying w ilh die Florid.
F 2260 1.26'X3.26' F 2.813 30' a Mum Bilding Code
.126' 0 0.750 X.100' F 2.875 45•Ba Mull Eccepet��e 16"0218.03
1 I I H 1.500 Alunlr.en P.125' 2.250' I I I I 1 I30°-1----. 260 Tutee Mullion Dy
H Mi Dodo ho3.250'45'BAY MI I I TABLE D
30•BAY MULLION 6063-TB ______� ,__ _____� Mull Olmendon 6063-T6 ALUM. I X•SECshaeltl PGTPerlpX-SECTION ( ) Mullion Bid.Clip ONeel Cllp U-Clip Angle Clip (;
��,.• `CENSE
1'X4'X.126'(10) 149384 888111M 6881122M 888241M 68B516M � � V
OFFSET CLIP
(I 1 I .125' I IF
6063-TB ALUM. 1-X4'X.375'(11) 66610 666112M 6681123M 666242M 666510M -=�. idu,U870�
.228"J L-,981'+1 .228'��,981-4 .740" TOPVIEW 1-X4'X.375•'7(11) 66553 666112M 6NI123M 666242M ON519M
NOTES: 1.25'X3.25-X.100'(13) 20160 0601127M 6661124M 8662410M 9665115M - ,:�- LY.--
�+ I L !11
1.26'X 3.25"X,624'(14) 20161 6861126M OW1125M 6662411M B6B5116M '•'O '• (_�I G�`^'
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25'X3.86'X.624'(56) 20162 BB01117M 8601128M 86824tM BB6577M '� •••. s`-l L F •
2)SEE SHEETS 6-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(19) 66649 WA WA WA 6605110M �',���.''••!'�.n!O��l\�;
45 Degree(20) 66850 WA WA WA 6665111M �/S-(( ` \ ``
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A•(:Y l� R, .E.
FL P.E. 58705
TABLE E
MullDimension PGT Parol f 9 � q
(sheotC) Mullion Std.CIIp U-Clip Angle Clip '1�' •125 - (-.125 .{1--.125'
2"X4"X.25"(16) 66602 666261M 666271M 6665112M
2"X6"X.25'(17) 66604 666262M 666272M 6665113M ILAP I U-CLIP 2X5 ANGLE CLIP 8063.70 ALUM. 8083-TB ALUM.2.000' 2.125 XSECTION 2.000' XSECTIONNOTES:1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING 25' I x.125' .125' .0 m
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L �L Z yc4
2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE I•--1.490'--I 0
HOLE LOCATIONS. . 1,490•-.
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
--- 6.500'
CUT HERETO S.D00' ,375" W O m O
3.500'�`'� CREATE F-CLIP, ,375" � �MIN. t Z co N
-2.000' .375' 'C I_SEE DETAIL F. rK
MIN. r SHEET4 MIN. '375' F- O J
r-------- ---i-- -------n -- --
Z
I {---------------------� Z LU m g
j OQ W
do Z
4.000" I I 1 I J d'
.250' rr '-I---- --- --I- 3.438" @ -+ 3.438' rr- - j --------I F U Q ;z o
2'X 4'X.25' I I I I Z C N
MULLION 3.438' I I F Z Z w
6003-TB ALUM. I ZL+o^r-
XSECTION I I I I I .375' t5
--'--------� -- L---------------------T -MIN. W 0 Y Y
L0_
L- STANDARD CLIP 2X5 ANGLE CLIP
U-CLIP,6083•T6 ALUM. Q O O
CENTER OF ANCHOR HOLE MUST LIE 6083-TO ALUM CENTER OF ANCHOR HOLE MUST LIE 8083-T6 ALUM. fn
/SEDOR 2'X 4'MULLION.SHEET 18 D- m to250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW / T4'MULL WITHIN THE DASHED BOUNDARY.SEE TOPVIEW ...App OSHEETS 5-20 FOR THE ANCHOR O.C. LSHEETS 5-20 FOR THE ANCHOR O.C. -g .� of;x
DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE
DIAMETER:ANCHOR DIAMETER*1118'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER 4 1116'.
SHEETS 5.20 FOR THE ANCHOR O.C.
6.500"
DISTANCEMAXIMUM
M ANCHOR HO
LE
CUTHERETO DAMETERANCHOR DIAMETER*111
6'. 5.000'
3•50- CREATE F-CP,
MSEEDTAIL F. MIN.
IIIIIIIII
.375'
IN. SHEE375' MIN.
rMR•iCUeU�SC.,I,'.tRC
1r\VO1CdI1SEt1cEN1[D
w complying with"
S1
F1
F110,
r
'i•d.a
Buildu,g
Acmplem 16-cal8�
.�.i0-
%3
E pimligQ0;
2
6.000" 4.688' 5.438' +- -_---_
.250 5.438" 5.438'ul
2'X 0'X.25'
MULLION
6063.78 ALUM. I Wo.56705
X-SECTION 1
I I MIN. tr I
STANDAROCLIPL U-CLIP 2X5 ANGLE CLIP '•......10 P'.•'���
.250' 0083.70 ALUM. 6063.78 ALUM. 8083-TBALUM.
TOP VIEW USED FOR 2'X 6'MULLION,SHEET 17 TOPVIEW rY I 1 t ttt�
TOPVIEW A.LYW MILLER,P.E.
FL P.E.#68705
EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.1/4'.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01-60.0 PSF.
1)INITIALLY ASSUMING THAT A 1-WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'+32+1'�5'.REFERENCING SHEET 25,THE COLUMN USING ® n
NO ANCHORS IN HEAD
-_ --- 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+60.0/-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. C k C SQ
ENE..
SEE FROM TABLE 3A,SHEET 7,THE 1"X 2.75'X.375'MULLION(LENGTH=72',OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/•58.3 PSFAND WOULD
$ATION DETAILS,TSSHEETS NOT BE SUITABLE FOR THIS APPLICATION. cVAL 2-3 b i
FROM TABLE 4A,SHEET 8,THE 1'X 2.75'X.650'MULLION(LENGTH=72',OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
72• OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS.
MULLION ---- N
LENGTH A -- 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 '5 00
4 4 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. U) N FN
DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL 9SEE 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 LLWl
2.3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. � �
IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/•60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, ww C3 0
NO ANCIIOR6IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 80 PSF:
3Z' 32- H 10 fJ
--I MULL vnoTH (60 PSF)X( 636 LBS\=524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B)
OPENING WIDTH 72.7 PSF I g m
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-318'.THE OPENING REQUIRES A Z)
DESIGN PRESSURE OF+50.01.55.0 PSF. _1 o mZ
FOR THE VERTICAL MULLION: Q N .E
0
1)INITIALLY ASSUMING THAT A 1-WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+1'=105'AND THE OPENING WIDTH IS 36-+36'+1'=73',REFERENCING SHEET 25, Q Z
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.9/8'AND WILLIn si p -
EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.0 PSF.IF THE TABLE GOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. In In W
LU D_
FROM TABLE 3A,SHEET 7,THE 1-X2.75-X.375-MULLION(LENGTH=108',OPENING WIDTH-80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF 0: 2 ISC
MULL WIDTH--11-- AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U Q 3.
FROM TABLE 12A,SHEET 16.THE 2'X 4'X.250*MULLION(LENGTH=108',OPENING WIDTH=80')HAS A DESIGN PRESSURE OF+1.64.7 PSF WHICH EXCEEDS THE REQUIREMENTS d Z
SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. m O s.0
SEE DETAILS, m�
0101
32' FENESTRATION SHEETS BECAUSE ITIS 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 °0��
PRODUCT'S 2-3 ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN
r APPROVAL" N
, THE 73'DIMENSION(35-1/!'+35.112'+2'=73').
1 I 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED
VERTICAL 1 _ I CONCRETE HEADER AND SILL ARE 8"WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
MULLION` - `- USING THE STANDARD CLIP WITH(6)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2'GIVESAN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND
SEE �-SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
LENGTH
g DETAILS, DETAIL E, -
OPENING SHEETS 2-3 SHEET S FOR THE HORIZONTAL MULLIONS:
HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X.250-MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER
FOR
HORIZ. �/ �/ MULLION TYPE COULD BE CHOSEN. PRUDUC'I'RBVISED
MULLION 72' of-plyiu{\v1111 Y10 Flaridr
1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32'+72'+2'=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE puilding Code
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 Ac«p�No 16.023 8.03
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. .�pi;mwi�-Dqm. ,2021
SEEDETAILS, 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- RSHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH M2-3 (4)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED117
ANCHO
L FOR THCAPACITY CLIP IN THEIHORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CL1P SHOWS THE AN
N(S�y,/r�`.�
L."'OPENING
LLLENGTH MULLLENGTHCAPACITY I5 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE
WIDTH FOR VERpCAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. 'T' 14D.59705
FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS:
+/-64.7 PSF FROM THE VERTICAL MULLION; -..\)'. Or! 2'LL'
+/•170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; u( /+/A 70.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). () """
THE LOWEST DESIGN PRESSURE IS+/•64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. ����,• •.FLUfiLDN•.•'\{j
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION i�r�SS/()NAk-�k}',,',"
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 M)LLEE ,RE,
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#68705
EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING:
I
PW PW •� o
--
z z
_ SH/DH SHIDH SH/DH SH04
/DH_ - pW PW
Z
w
ILI- / / / oo / W o O
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / / / m o ~
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I / / / n / F-
-
DOOR � 7
SGD -- ---- ---- �- Z
I J� I_I LOADING OF VERTICAL MULLION j W
PW�\
_ LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION d
/PW .E;� S� _ I � � Q � O
I Z
I
— to
F-- y O
PW PW PW U)
/ _
/ _ I - - PW
/ I - Q (n V)
SMIDH SHfDH SH/DH SWDH I
I Q..0 Z 10 O
4 47/7 0 �oIn
SHIDH ��
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION
PW PW HR
I
I
I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
1 MULLION
m
HINGED FW FW NOTES: ;kGOUC'f ItEVlSED
DOOR — - _ I as complying eilh Yw Florida
11)DRAWINGS ARE Building Codc
RERESENTATIONS OF TYPICAL Acaptancc Na p
I —— PW CONFIGURATIONS. E imli Date ?p
I PW CONFIGURATIONS NOT SHOWN
MAY BE EXTRAPOLATED FROM Mimn fro mci
CO / / / i -_ THOSE SHOWN.
I 2)IF THE LOADING TYPE CANNOTL.Y
BE DETERMINED,USE ,�',`�0��'.
PW PW j h PW RECTANGULAR LOADING. �;•.•'�,10EIdSE .,( ,i
3)SEE PRODUCTS'APPROVAL FOR :+U70`� '
- i ACTUAL ANCHOR LOCATIONS. t Na .-
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION -
I -
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHOR.tD WITH INTERSECTING HORIZONTAL MULLIONS j / .. ..U:/.✓`• b : n'
I SGD _
LOADING OF VERTICAL LOADING OF HORIZONTAL A.LYNN ,�Rl'�.E.
MULLION MULLION FL P.E.#68705