HomeMy WebLinkAboutProduct Approval (2) RECEP.-D JUN 2 4 2,916 ZUCTE ST. COUNTY 1301U)iN t:DIVISION
REVIlEWED FOR CONI LLAACE
REVIF,%V ►D 11Y
MIAMI•DADE DATE _ MIAMI-DADE COUNTY
r PLANS ARS►PERM[T MUS, BE IaPT
ONJOB
BPRODUCT CONTROL SECTION
OR NO]NSPECTION WILL RE MADE.
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 (MOA) www.miamidade_gov/eeonomy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section (In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone:
DESCRIPTION:Series PGS 8.'Q�Cliu�e E [der3,A1 191iu m. �a alt li A L.NLI.
APPROVAL DOCUMENT. )hawing No. 63• JR, 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 been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure
to comply with any section of this NOA shall be cause for termination and removal-of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA#1.4-1105.01 and consists of this page 1 and evidence pages E-1 and
E-2,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.16-02-18.03
MIAMI•DADE Cou:vrr Expiration Date: May 26,2021
o �
ytill,
! Approval Date:April 14 2016
Page 1
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED
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 02/28/11, and addendum letter dated 05/05/11, signed
and sealed by Marlin D.Brinson,P.E.
(Submitted under NOA No.10-0819 05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010
and with FBC 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 oI aminer
NOA No. 6-0218.03
Expiration Date: May 26,2021
Approval Date:April 14 2016
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5" 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.
Manuel ,P.E.
Product Contr I E miner
NOA No. -0218.03
Expiration Date: May 26,2021
Approval Date: April 14 2016
E-2
oilF
OR
DETAILA: DETAIL B: MULLLON Fo
MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BUCKSIRP TYP.ANCHOR
OR WOOD FRAMING WOOD BUCK AND MASONRY AWD PERSUBSTRATE, c x
OFFSET CLIP SHOWN arrACHMENr SEE SEE TABLE$18.1418
( ) (STANDARD CLIP SHOWN) eroTHER$,
I SFE NOTE S, N
I I a
ULLION SHEET 1. ..:... .. ..... .s � }}...
. d I EE SHEETS c nI I I I MIN 2.7 KSI '.•.�•...-•• ,'..•.. d, •O 111-7
EITHERTHE I I 23 FOR HOLE ,d j°t• ! 1 CONCRETE OR CML)' EDGE —
STANDARDOR I LOCATIONS I. I �,_____��,„619TANCE,
OFFSET MULL o e '1 SEE SEE TABLES _
CLIP MAY BE I r OE 5 E 1qEDCE DISTANCE IB SSB (()
FORMASONRYINSTALLEDBY _4 e, i IIFOR 1ANCHORSLUQ
THIB METHOD. SCREWS60'MAX FOR a°d a I I SIDE VIEW
ALL MULUONS 4: ° z J
Q �
p. °,a ° .4. OFFSET MUti 2 m
d
q_e EXTERIOR .a q INSTALLED BY = lL
°4 7HfS METHOD. Z
EDGE
DISTANCE 4 r r
e a 1—
° ° a M4SONRY ° °e ed ',"c�7(' 0
THE OFFSET CUP IS ANCHORS IZ
EXTERIOR °d RECFD oR i H $o
WINDOW$.BUT MAY
ALSO BE USED FOR 9 d''
Q7HER FRAME TYPES. � � (� 52
U z ¢ ?r
TYP.ANCHOR TYP,ANCHORa a
TYP.ANCHOR PERSUBSTRATE, PERSUBSTRATE,
PFRSUBSTRATE, SEE TABLES 11IA68 SEE TASLES 1B•16B
SEE TABLES 1B•1SB EDGElEND
DISTANCE BUCKSTRIP
SEE TABLES ANO
EMB MENf SUCKS18-165 '” ATTACHMENT
AND EMBE T• ^' :i: BY OTHERS,
ATTACHMENT 1 ..i •.r,'•,: SEE NOTE I,
BY OTHERS, q' 1_� SHEET 1.ro: SEE NOTE i, •• ••, • '
SHEET I. ,5.• . ..:•.'_.:�;.•:
MIN 2.1 KSI CONCRETE OR CMU
SIDE VIEW FRONT VIEW PROOUCTRBViSED
as complying with ga Flo"
FRONT VIEW Bosla{ng Godo
Acecptend+No D.j
Ex tAL11GiiD91C /1Q21
INSTALLATION NOTES_
e
1)ANCHOR EMBEDMENT 70 BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
di amt lradlicC
1111
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION \\\1� �LYNN
! i
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE i.�,��t''�•'��CENSrc'•�F9
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE
FOLLOWING SHEETS,FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. f : NO,58705
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD.
4)WOOD SUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. •'0
�� S sEOF. �
5)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED
ELCO ULTRACON OR ELC01t4°B.S.AGGREGATOR MASONRY ANCHORS. / N�1
A.L�fNtlrMILLEf2;Y'E.
FL P,E.0 58705
DETAIL E:
DETAIL C: — ,12W MIN. MULLION TO MULLION a g1
INTERSECTION NOTES:
MULLION DIRECTLY ATTACHED TO (U-CLIP)
MASONRY STRUCTURE MuuION ) 1)MAY BE INSTALLED IN"TEE'OR'CROSS" o
(STANDARD CLIP SHOWN) INTERSECTIONS, �?
a
SY x
VARIES 2}MAY BE INSTALLED HORIZONTALLY �
STA HNTYP.ANCHOR (SHOWN)OR VERTICALLY.
DAfiD 0 I PER SUBSTRATE, CV
SEE TABLES 1B-120 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 B}W
cLIP MAV LL i j i•' TOP VIEW FOR CORRESPONDING MULLION. Z M a
INSTALLED BY II I EDGE DISTANCE MULLION
THIS METHOD. I I i NRY
ANCHORS I 0
ANCHORS VARIES J
1012 STEEL SCREWS, Z
SELF-DRILUNG OR MULLIONAND USE SMSA LLI L c
V \\ 0
In r
EXTERIORdo 4 n4 .8 \ ., MULLION Z J
EDGE DISTANCE o THE OFFSET CLIP IS O
FOR MASONRY— a w RECOMMENDED FOR Z {)g
ANCHORS FIN•FRAMED .• LINTERSECTIDN \
WINDOWS,BUf MAY U•CLIP _ s W
8; ,.'Qo ALSOBE USED FOR Z
of OTHERFRAMETYpES. EXTERIOR 07
TYP,ANCHOR •.d I--
•—Z "' ��•'
/'—PER SUBSTRATE, 4 4 Z Z Q O> C5
SEE TABLESIO•f38 W O `^
TYP.ANCHOR SEE SHEETS 21.23 FOR � o ¢
BUCKSTtt� PER SUBSTRATE, HOLE LOCATIONS
AND SEE TABLES 18.138 FRONT VIEW EDGEAIT --+
•. BYOTHHERS, DISTANCE
SEE TABLES F
EMS MtxT' SEE NOTE 1, •��' 1&130 U .Z Q
I - :•. .�..,a ••.a ` SHEETY. EDGE Q O 0
m
I^1--DISTANCE
SEE TABLES SIDE VIEW
MIN 2.7 KSI CONCRETE OR CMU � a 'L
MIN 2.7 KSI CONCRETE OR CMU 18.138
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
4 PERSUBSTRATE,
SEE TABLES 113-139
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION `: SEE SHEETS ® PRODUCT REVISED
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21.23 FOR complying with the Flrnlda
CORRECT QUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE as aomplBUcomplCode
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED, LOCATIONS Acttplmuro NDS'+'F� •b'3
3)ANCHOR HEAD TYPE MAY BE PANHEAD.HEXHEAD OR FLATHEAD.
�$ti\ MULLION Expimtt Da10Q �
BY
b)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3.
® Mi Dario C
6)FOR MASONRY APPLICATIONS IN MIAMI-DADECOUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED EDGE 4YNN
ELCOULTRACONORELCO114&&AGGREGATOR MASONRY ANCHORS. FORSTEEtSTUDS twNNERTHAN —DISTANCE
��`�\gi�I,.•. ,,M�((F1"i�
FRONT VIEW 10 GA AND COMPLIANT WITH THE PL BUILDING +s+� t�,''1ceNs�',,�' ;
CODE,AI
2X WOOD BACKER MUST USED. g�,' �' •,it
ATTACHMENT BY OTHERS,
EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW '.W ND.58706
NOTES: � }ary - '
1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD ''•'�• /—�(/ � 1 UttU=
ANCHOR VALUES MAY BE USED. „'A�'`•',l STp;C F �ti,,`
2)SEE CORRESPONDING MULLION TABLES, iSS� r6•��`
SHEETS .20,FOR QUANTITY OF SCREWS. A�f4'Yt•}9II��EfZ;P.E.
6
FL P.E.#68705
TABLE 1A Mullion Capacity Table Pbsffel
OpeningWidth0brvatlicaliyBparrin mt0Icne)crOpenIngH ght(for hodwrielVaparr9rIg nudons)
Sol. 601n 70 in So in 901n I00 in 120 In 1401n 1601n
ReconguloI TirpMano. Rtct aI TWIDIong. Rectangular Me ReelenguWI TteptMeng. ReelanguarI T(Wrlong. Rectangular noprafew Rclangutu TWMang. Rectengdor 7%V111-9. Rect-TWot TMP1#4 g- e
Ix2x.125 Looting Lending Leedfla Loa*MLeeno LMLeading LoodalLoadng London 10aung Looting Lowing Loading Loadng Loadng Lowing Loadrnl
Aluni.Tubo
.Me
loonhg P Cq
'g
4210 111.81408 Mac 3V $121 408 116.6 3a I" 400 107.$ 321 49.91 400 1 lK4
310 62l 408 INA 310 65.9 403 104.0 319 48.6 406 IOU 319 39.0 408 104.0 319 36.0 403 104,0 319
UJI
481n 74.9 312 fAs 25B OU 312 73.4 252 515 312 07.0 248 48.0 312 03.2 20 41.6 312 SU ZM44 37.0 312 01.0 244 31.2 M2 61.0 M 26.8 312 61.0 244 23.4 312 81.0 244
50.8201n 53A 241 70.6 234 63.2 281 81.6 228 45.6 2a1 sli.1 224 39.9 gai $2.1 222 35.6 281 50.1 1 220 31.9 281 49.3 219 20.6 281 49.3 219 22.0 21111 49Z 218 20.13 281 49.3 219
U1
64 In 52A 247 67A[2MO? 43.0 2N47 49.0 202 37.8 247 44.8 109 32.0 241 41.5 Jac 20,2 247 3o.4 194 20 247 38A IN 21,11 247 38.1 103 I&S 247 U1 193 td.4 247 3&1 103 0
60 In 311A 200 41.2 1 Mo 32.0 2100 35.4 168 27.4 200 31.5 183 24.0 200 28,0 160 21,3 200 27.1 159 191 2 25.9 157 (6.0 200 25.0 150 (0
"L -�T
031n 33.1 101 35,3 155 27.6 i8l, 30.3 152 23.7 Ifn 20.9 149 ".7 141 24.5 146 ig.4 181 22.8 144 16.8 lal 21.7 43 T
a 65 In 25.9 165 3oo I.
142 24.0 165 25.1 139.20.6 165 Ut lie Ito 165 21.0 134
726t 22.2 139 1. 139 10.9 Ila 15.9 130 im lie
. , ,23.3 1 18.5
711h I WO 12 101 -10-9 1 IflZil
7ah 17.5 »e tea -TQ-4
1 - i j
TABLE 18
ANCHOR CAPACITY ADJUSTMENT FORMULA: to
Anchor Capaeltv Table flbal (.�ANCLHOIR CAP.,,, 64
23k Comte(. 3.5k Cone.I HQMCMU FAW CMU PT --go-jel (DP_)X -ANCHORCAP. L
Anchor GNP Panama AnohorTypw. 311or Bco lAtrocon N"ElooUltmon 5flo.Glen 1 31161 Eon Lqirm.n 1/4'Floo Wrocon 110 80 Eke 016"elan 114*88 Sloo 010 Steel $12 Sted WS ed ION CA x
I U111mon Ag9feGalor Wmew ApgreGelor Gonnw(05)Scrow(G5) SOMWI05) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Edge Distance ft I. 2-If2' I I- I 2.12• 3,Ve- r 2-ire 1. 24re 2* 3418' r o.w 044 0.3w CAPACITY REQUIREWCORRESPONDING TO AN F Embodowl(Jnx
1-314" 1-3/4- 1 t,314- 1 1-314- 21 1-1/4- 1-174• 1.114, 1-1/4' INV 14W 21 me, 14V In ACTUAL PRESSURE REQUIREMENT FOR THE
�
C- aso ft 1 MU3 The 280 The W 1 -743-ws 374 it. 664 lbs 040 too 341 W 442 lb. 56oft I,
2 Ambers @ 4.?S*Mtn,O.C.lftro and 9FORSOIC10 ft 11� 39D Me 390 OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Am In.O.C.I Glandind(crOften CUp(Fig.2): A0
480. -'00 WA WA WA N/A 380[be WA WA WA- WA NIA 002 We BOOM 1120 be CAPACITY(FROM THE TABLE)OF THE SELECTED
ate MULLION.IT WILL YIELD A MINIMUM ANCHOR
Net O.C.I(2)2x5A-9%C17p.Ift U 78DRe ?tow 680%3 11560ft 1890lbs 541)cos NO ibs NIA 760 ras 748lbs Notes "R im lba
I 2AMb=q0AVW.0.Q11jaJp Al
At1;1i,4':1] NIA WA WA WA WA WA NIA WA N 715 Me CAPACITY WHICH MAY BE USED TO QUALIFY
F_ at ADDITIONAL ANCHOR OPTIONS FROM THE
I A S956e 195 len 225 On E445lbs 822 am 7386p 2801b4
249 ft 350[be ;WA WA WA wA 79olbb wA wA wA wA wA 34tma 44xioa Owers ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP.
FIGURE 1: FIGURE 2.- TABLE NOTES*
•
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. REVISED
1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. P-IRM1111CITI-8 with the FlOft
'Building
A, 111=
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/611 OPENING WIDTHS IS ALLOWABLE. _I De.
FIGURE 3.'
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE�FOR EXACT DIMENSIONS,SEE SHEETS 21.23
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,000'
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. 12F '\"v'04N Afl�z
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ........
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM r,90.WOOD SHALL BEPRESSURE-TREATED
\,\GeN
FIGURE 4: FIGURE FIGURE& YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6083-T6 AN D BE A MINIMUM OF.126"
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND,045-THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT I"X 2*X.1251 MULLION - 58705
LEAST.125"THICKAND A36.ALL ANCHORS INTO METAL SHALLEXTEND AT LEAST 3 SCREW THREADS BEYOND
• THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S.
J ulz
C)
A.le
FL P.E.#58705
TABLE 2A a
Mullion Capacity Table Ibaftl2
Opening Width(fortrerdealt Sparing mWons)or ening Int(torhodzamaly6parc/rgmUlions)
SO In 60 In 701n 80 in 00 In 1001n 120 In 1401n 1601n O
Reetaimular I
TmpMarg. Re0ian9utar Tiaplelare. Reoteeeulat Tmli7damm Recteryyuter Tmpr7rW;g. ReetenguWr TreplTdarg. Reotengtdar TrepTdatg. Reollawfur Traprntarg, Rectargull Tmp7datg Rectangular TmpRdarg.
11%2x.378 1n0 Loatling Loading Loadig L.oadkg Losmng Loadbg Loading Lea," Loading Loading Loa0lna Loading aLoading Loadig Leading Loading Loading Y
Mullion
11 1 H 11 4111
z
Gin 1700 SW 1T00 435 181.3 662 17x0 479 12&7 892 1700 WS 113.8 882 169.5 518 IOOB 682 188.9 517 80.8 662 1688 517 78.7 862 188.0 617 84,0 602 legs 617 6&7 SW 16&6 617 �
48 In 121.6 607 136.0 410 IBM 507 119.2 410 118.9 507 100.7 403 7&0 607 102.8 389 67,8 507 89.6 397 SOS 607 040 396 69.7 507 69.0 309 43.4 507 WO 36S 3&0 807 98.0 398
tU
50.625 in 103.7 456 114.6 378 9&4 458 Os.B 371 74.1 456 90,6 364 01.8 456 846 36D 57.6 456 81.3 357 61.8 456 BOB 368 43.2 456 80.0 358 37.0 456 800 358 229 958 80.0 358 LY N
541n 86.4 400 03.3 338 71.2 400 See 320 61A 400 72.7 322 63.4 400 67.3 318 47.6 400 64.0 315 427 4D0 623 314 356 40D 61.8 313 30,6 400 81.3 313 28.7 400 91.8 213 LU O
m CD }
801n 62.3 324 88.0 278 fi1.B 324 117.5 270 44,6. 324 61.2 284 36.6 324 4&B 260 J4.6 321 43.6 257 31.1 324 420 255 2&0 324 40.5 253 222 324 40.5 263 19.6 324 406 253 ro
O J
8391 83.8 281 67,6 252 49.8 294 49.2 248 384 284 43.6 241 33.6 294 Bell 237 29.8 284 37,1 234 2&9 204 35.2 232 224 204 33.6 530 102 204 33.4 230 1S8 294 33.4 238 � .3
6664 4&6 266 488 230 $&D 269 424 e25 33.4 260 37,5 221 29.2 265 34.1 218 28.0 268 31.8 215 23A 258 26,8 212 18.5 288 28.0 210 16.7 280 27.7 200 14,6 268 27.7 209 z +M„
721n BOB 225 37,0 196 30.0 225 322 lei 257 226 2&4 188 226 225 2S8 165 20.0 225 73,5 1B2 18.0 225 27,1 180 16,0 225 20.3 177 129 226 10.0 176 11.3 225 18.6 176 }
76 in 346 202 32.0 E1220
25S 2021 272 173 240 202 23,0 170 19.2 202 21.6 167 17.0 202 147 168 153 202 18.4 163 128 201 1&7 100 10.8 202 15.0 159 9.8 202 15.8 158 � � 11
701n 283 182 28.8 23.6 162 251 199 20.2 1B2 22.0 182 17.7 192 19.7 159 15.7 162 1a1 167 14.2 1B2 16.5 155 11.8 192 15.2 152 10.1 102 14.4 150 8.8 191 14.2 150 Q of
BD N 1&6 144 16.0 154 144 181 129 zas In 16.2 1127 156 Q Z
O
O
TABLE 29 AnchorCe 9ct labia(the) ANCHOR CAPACITY ADJUSTMENT FORMULA: y d3
ANCHOR CAP. , X
Substmlo: 22kCenerale 3,SkCak. Hollow CMU Filed CMU PT Woad MaWI (DP•)X( )vANCHOR CAP,a, IY
5tid•EtW 1/4.99EIw bnS•Elco ife SSEke 91061eot Oil Steel 612 Stall MULLION CAP•„q,...,
Anchor Type• 3118•El.UOrecon 114•Eko U c.. 3/191 Soo till 114'Elco Unman K ,�
Anchor Clip Patterns unmown Aggm(tatar Uikason AggreGetor Bow(GS)Semw(05) Sow(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
E1loo txstarka gn7 r 2-ttr P 2-Vr 34iV r aur r 2-irr r 3-as, r 0,48• 0314• Saw CAPACITY REQUIRED"CORRESPONDING TO AN � v�? �
Embedment lin): 1814• 1.314' 1.341 talo• r 1-V4' 1.1141 I-Im 1.141 1.1141 1-114^ r 1.316• tam' iadbe ACTUAL PRESSURE REQUIREMENT FOR THE
2Anehom G4.7V Min.O.0 I6mn,ant ortgset cap 4M 1): 39D lbs 311OMe 4501M 890IM 1644 too 270164 2505)o 354Ibo 740164 374)98 67W948ibs 341 it* 442 tbs 5840s OPENING,WHEN IT IS LOWER THAN THE MULLION L
4 Anchors®1.15•MSL 0.0.1 Standard guQllse4 CUP(Flo.2); 480164 700I NIA WA N/A WA 390 2)s WA WA WA WA WA 602 MM 8851Ma120M CAPACITY(FROM THE TABLE)OF THE SELECTED4Aachaa 493•Mur.OC.tobli iocupal( 'Bi 780 rM no Me SW iisl IM;bs IOW-W 640ms 560 tM NIA Mled, 748164 6%tbs 1892In OUIts 885 BeMULLION.IT WILL YIELD A MINIMUM ANCHOR
2haMal,o.C.I U4]b,Into.125'Alum.(Flp,47 WA WA WA WA NIA WA WA WA WA WA WA WA Wq NIA CAPACITY WHICH MAY BE USED TO QUALIFY
1 Anchor t FLOp(Fle.6}: 195Its 195 ft 225 oW 445 tM 8221be 135 ill 140IWt7TiM370 go 197164 332lbs 4731b6 t7o 164 221164ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anchors 1.15•Mln.O.CJ F-Qp(Fig,8): 240 @e 350 rh WA WA NIA WA 18 . NlA NIA WA WA WA 341 ms 442164 ANCHOR CAPACITY TABLE,
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: TABLE NOTES: PRODUCT RBVLSBD
A complying With dtoFld7U0
• ; 1)SEE SHEET/FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Building Code
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. �( 1.004 r1- Accaplaneo No j ^02 •�
ExylratianDalo !
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. By
FIGURE 3: Miami 0product*
--I F I3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2 040 I I)
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. L
\ LYNIV
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. \`\\�j4��N rICENs.d'/��fi//�`
ANGLE CLIP MUST BE USED IN PAIRS LC P
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 376•
FIGURE 4: FIGURE 6: FIGURE 8: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C,%.WOOD SHALL BE PRESSURE-TREATED �` ND.58705 ')tr
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TB AND BE A MINIMUM OF.125' _
. THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT VX 2•X.375•MULLION - /)
LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BE
YOND
• �� J�� THE MATERIAL#10 8 912 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. TE F lU�`
n \{C/.
1f 4�U
A.NNMthk1j,P E.
FL P.E,#58705
TABLE 9A
MulltonCapacity Table Ibe/ft7 �xp�A
OpeamgWidth(for val8ca*8p rwWv1 mtntons)orOpening Hotght(for hod2nntatty- ardrgmuttons)
SO In 601n 101n 001n 9pin 1001n 1201n 14OIn teoln
Recter�dw ThIgniaao. Roetangder TlOpliU608• Rect-war -p-M. Rmienpd9r iia dattp. Rectangular 7faprTdatO, Reat4r9dnr TmW7dang. Rectan R
1 x 276 x Loedry Loadng LoadnB Loadhp Load Loa ng W1118ng. Reefanguf9l TwpRdang. Ractar18utar 'RngMang. �•t C
,376 Alum "0 dn0 Lxd1rw Load]M Loadog Loadnp Lowdhg Loedmp L"Ing LOodng Lowing tondn0 Wdno
Tube 1 11 -1 11 ' '., 1 11'nom11., h ' '�.. 11I„ '- LL
� � ! 111 1,1 111 1 111, 1 1 1 1 it 1 1 Ill 1 211 .4 11
z � m
42 In 170.0 820 170.0 435 770.0 744 170.0 476 770.0 164 170.0 DOB 170.0 992 17¢0 Sib 170.0 7176 7704 627 570.0 1240 570.0 627 146.7 1301 77¢0 621 127.6 1301 170.0 621 111.6 7301 STOA 621
b
48TH 17¢0 708 170.0 624 170.0 850 170.0 684 170.0 9A2 170.0 830 170.0 1135 170.0 881 1151.0 1139 170.0 877 138.8 1139 170.0 S00 113.9 1139 170.0 660 81.6 1130 170.0 680 63A 1139 170.0 680 J W
60.x25 in 170,0 747 170.0 583 t70.O 498 17¢0 63f 787.6 1032 170,0 884 748.6 1032 tTOA 723 130.5 1032 170.0 747 71TA 1032 1700 758 97.9 1032 1170.0 756 83.0 1032 170,0 768 73,4 1032 110.0 756 2 �� �
54 to 170.0 79T 170.0 Ott 161.3 GOT 170.0 6A! 1362 607 104.7 730 120.8 007 7623 720 107.6 007 145.0 714 WO 907 141.1 710 8¢6 907 140.0 709 69.7 907 140.0 700 60.6 007 140.0 Tog w a
601n 141.1 735 561.6 826 117.6 736 130.3 811 100.0 735 1160 689 69.2 735 1002 690 70.4 735 99.6 663 70,6 733 961 678 Sao 735 91.6 574 50.4 735 81.8 674 44.1 735 91A 674 M 2 J
63 in 12t.0 968 130,6 570 101.8 668 11119 667 87.0 668 98.9 547 78.2 664 00.1 636 67.7 688 83.0 531 608 668 70.6 628 $0,8 668 76,8 621 43.5 668 769 627 30.1 868 76.6 621 J
68tH two 807 1124 622 06.3 601 901 511 73.7 601 85.0 50t 66.2 607 T7.1 423 SOA 607 71.5 488 63.0 001 879 464 44.2 607 03A 418 37.9 007 62.7 474 33.7 607 02.7 474
721n 61,0 510 668 443 600 610 73.0 434 65.3 10 64.3 426 51.0 510 67,8 410 45.4 510 67.3 413 40,6 610 50.0 408 34.0 $to 45.9 402 29.2 510 44.4 319 25.5 510 44.3 399 (q-
Min 60,4 458 72.5 400 67.8 458 65.7 392 49.0 456 64.1 385 43.4 458 48,9 '318 36.8 456 44.8 373 34.7 458 41.6 388 28.0 455 37.7 382 24.8 458 38.0 369 21.7 455 35.7 358 J Z
7661 64.2 433 07.0 $61 53.5 435 689 373 45.8 435 49.8 368 40.1 435 44.7 360 35.7 435 40A 3S5 32,1 435 38.1 351 26.6 435 34A 344 22.9 435 329 341 20,1 435 32,2 340 <
00 In 41.0 327 43.1 290 34.8 327 36.4 289 29.0 327 31.0 250 26.1 327 20.3 275 23.2 327 25.7 271 20.9 327 23,7 208 17A 327 21.0 282 14.0 327 18,3 266 Z In d N a
8944 31.4 287 36.4 267 2¢T 287 29.8 2b2 24,8 287 206 246 21.b 207 23.! 244 t8.f 287 20,9 240 47.2 287 103 237 74.4 287 18.9 232 )- KG$ p
VJ O r
10941 24.2 227 24.7 203 20.2 227 20.9 201 '17.3 227 18A f9D 76.1 227 18.0 185 y
111 In 22,3 215 22.7 194 10.6 213 70.1 lot 16,6 215 16.8 134
120 in 77.8 144 17.9 167 I 1 1 CV (wry
tJ x `� O O
AnchorCaecl Table Do)TABLE 38 ANCHOR CAPACITY ADJUSTMENT FORMULA: � `- (D N
ANCHOR CAP.,„,„, OHO
Su00ttetw 27k CamtMe 3.5k OM. lfolawcmu Fded GNU PT Wood MaGI (OP,�)X{ )cANCHOR CAP. D'
AnchorTypc 3110'Eloo U9mon 114'E14o Ulkacan 5110,gloo 3110.Elco Ultrwon 1/4'15100 ultraom tICSSEIco 5ffr E1a0114'SSElco 0108 at 51281001 912SteH MULLION GAP.,,,,,,,., "ttl #
Anchor ClipPatteme Umacan AggrWalw Umman ApgreGemr SarewtGS)sarer/(05) scmw(05) USE THIS FORMULA TO OBTAIN THE°ANCHOR Jf
Edon Distame(in); t• 2-fir I r 2.7m 3.116' 1' 2-trr r 2-!re r 3.110, r OAA o.w' 1 OA24' CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment M7 1,VP 1-314' 11W 1314' r 1-114" 7.114' 1.1/4• 1-/H' Mle 1.114' r 1.118' fate' wrle9 ACTUAL PRESSURE REQUIREMENT FOR THE
2Amhm64.75'Min.0.G totendam or04aet alp(Fq.17 390 3800q 450 ibs 690 ms 5844 His Norm 891Da 354ma 740%s 374Ita 884ibs BA 3x1 lbw 442lbs ma OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Amhara 401.16'Min,O.O./StOmard(OrOEq.O p(Rp.2} 46Oms 700Ibs WA WA WA WA 380%a WA WA WA WA WA 6ffims BB616s 1420% CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Anchors a3-Min.0,G 1(2)246 AriAb Clips I n ST 78-0-ft 18069 --W IM 15601115 1896%0 5408% 680 m9 WA 7601bs WOWS NO 1153 1892 ms 68210 8961% 1120ms MULLION,IT WILL YIELD A MINIMUM ANCHOR
2 Amhwe 90 0.46'MIn•0.0.1 Oalp,into.12V Alum.(Fig.4): WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 715 ws CAPACITY WHICH MAY BE USED TO QUALIFY
1.0%%111.4:90(t"ig.61 looms 18510 226%9 44S%s 82289 135 m3 140@0 t7T On 370 ms i 167%9 332(Do 473 bs 110 fax 221 Ibs 280 fn9 ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anchors®1.15•MIn.0.01 FL(tp(Flp.el; 2401s 350 2u WA WA WA WA too ms WA WA WA WA WA 341%9 4421% ISMS S 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.
PRODUCT RBVISGD
as eomp)yity with the Flodh
L7ullding(bde
FIGURE I: FIGURE 2: TABLENOTES: tAxptpl Cam%�_E1'�1$.p�i it t
` • 1.000' �-'-
Sj 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. N1r i de product CAntrd
FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Y j/1ii
. ........,�1!
H3 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750" fit\• 1 Lit^ �i
OLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. Q� f,ENS '•, r f
FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. ly 440 55705 711
ANGLE CLIP MUST BE USED IN PAIRS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED _
FIGURE 4: FIGURES: FIGURE 8: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE TREATED 370' / :: (�
YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.126' 6
" {i THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 METAL
SALTHICKEXT N GAUGE).STRUCTURAL STEEL TO BE AT �
LEAST.125°THICK AND A38.ALL ANCHORS(4470 METAL SHALL EXTEND AT LEAST 3S THREADS BEYOND 1"X 2.76'X.375•MULLION '� �'•;FtORION
THE MATERIAL#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S.
trY1�FL rr
�r�S4C;EzR.7P.5.
8705
TABLE 4Ai
w �
Mullion Ca as 7ablo Iha1Rt
Oponing Width(forvenicaIVspeMrg Wllow)orOponing Haight(forholi2anlay span/gmuNorks)
5oln 601n 701n 0010 9010 1001n 1201n 140th 1801n o
1x278x Rootangular Trop'Tdena. Realengwu 11"Mana Reclowar TrepRrlang. Ractonader Ttapli ma. Racien0uler TmWldWg. Reelalgdet 7loprrdong. Rectangular TMAMeng. RootarngdBr Tra)>MB I Rectangular TioWdang. A a
.860 Alum. Loaft t0ad03 Loading Loadn9 toaQng Loadrq I.oadng Loading l.ondvg Load no Lo6dInH lnadN9 Loadig Loadna LoaMg loodng Loadlno Loafing
Tube _ _ _ Z. a
Mullionep_
7, 2 12E. d 3 BL
O
42In 170.0 820 170.0 434 110.0 744 170.0 47e 170.0 888 170.0 508 110.0 912 170.0 508 770.0 1116 y70.0 621 170.0 1210 170.0 521 f7Q8 1486 170.0 521 758.7 7829 /70.0 521 134.8 1826 170.0 621 W
481n 170.0 708 170.0 624 1102 850 17M 684 170.0 992 170,0 636 110.0 tin 170.0 Bel 170.0 1275 170.0 677 170,0 1417 170.0 680 141.7 1417 17MO 880 121.5 1417 170.0 660 100.3 1417 170.0 860
50.025 In 170,0 747 170.0 563 170.0 690 170.0 631 170.0 1040 170.0 664 170.0 1195 170,0 723 1828 1268 170.0 747 140,3 1260 170.0 766 121.8 1286 170.0 756 104.5 4286 170,0 750 97A 1286 170.0 760 W C 0
54 to 17Q0 707 170,0 Bt2 170,0 656 iM.O 691 170.0 ilia 170.0 751 160,1 1130 170.0 883 1339 5730 170.0 83F 12DA 1130 170,0 868 100.5 1139 170.0 601 CIA 1130 170.0 881 75.3 1130 170,0 881 CD M F
9091 170.0 686 170.0 701 140.0 015 182.3 701 125.5 016 144.6 740 109.9 915 132.3 735 07.0 816 1239 726 87.0 NO 110.6 720 732 015 114.4 715 02a 016 1 H 715 644 016 114.4 715
.� 631n 161A 830 101,9 710 120.5 030 136.9 ON 1085 830 1232 681 94.0 830 1122 070 84A 630 004.0 082 75.9 030 90A 856 63.3 830 04.5 049 64.2 630 94.1 640 47A 830 94.1 048
C BB In 032.1 757 140.6 050 tIOA 757 110.8 838 81.3 757 105.0 824 82.6 757 00.1 614 73A 757 89.1 608 68.0 757 842 800 66.0 767 70.0 593 47.2 757 78.2 Sat 41.3 167 762 Sot 2 d.
C7286 101.7 838 100.5 552 64.6 638 90.0 540 727 6311 60.1 630 03.8 636 72.2 621 66.5 838 M5 514 60.9 MO 82.3 508 42.4 638 672 500 36.3 838 55.3 407 31.0 038 65,2 407 � �'
70 N 811.6 571 90.4 408 720 571 lab 4eB B. 571 67.4 470 64.1 $
70 00.0 471 48.0 511 55.6 404 43.2 571 OLD 450 30.0 671 47.0 451 30.9 57t 44.0 447 27.0 671 44,6 446 � � Y �
78h 60,0 642 e3A 474 68.7 542 70.8 465 57.1 542 62.1 458 WO 542 537 449 W35a
442 40.0 642 47.6 437 33.3 542 420 428 28.6 542 40,8 425 2&0 642 40.1 423
001n 52.1 407 53.7 301 43.4 407 45.4 355 372 407 30.0 340 32.6 407 35.3 343 330 20.0 407 20.6 334 2t.7 407 20.1 327 18.8 407 24.1 322 16.3 407 23.0 $19 �
06 In 42.0 350 44.1 320 35.8 Me 37.2 314 30.7 356 32.4 300 28,6 350 28,8 301 3DO 21.5 358 24,0 206 17.9 350 21.0 289 16.3 350 19.2 2041O01n 30.1 203 30.8 255 25.1 283 2" 261 21.5 283 226 247 18.6 263 10.9 244 240 i6.t 2e3 08.6 237 W111 In 27.8 281 28.3 242 23.1 287 23.8 230 199 207 209 235 17.3 287 15.3 231 228
1201. 22,0 220 22,J 209 iB.J 229 18.a 203 15.7 220 162 202F-471 I U X 0
TABLE 48 ANCHOR CAPACITY ADJUSTMENT FORMULA: s,�y4pt�
~ O 0
AnchOrCa acl Table bs �"
ANCHORCAP.,�,-
BuMlmie: 2.7k Cargnelo 3,6k Com. Ho3owCMU Fclod emu P7 Wood M641 (D m)X(.ANCHOR
}=ANGHOR CAP.,;
6"'ENa 114.65 Eko 5116'Elco 114"66 Elco 010 Bted 012 61od 012 Steel MULLION CAP.,,,,,,,,"
AnehorCllpPetterne St1GEtcoU7tmemi iN"Ebou(0aaon Ulbsoon 3116*EbaUttacon 1t4'EkatAVeem AggraWor UlOeeoD ApgreGotar Somw(GS)scraw(GS) SotewIGS) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge lRotalwe 0n): r 2-Ifr r 2.1rr 3-v9• 1' 2-IFr 1• 2-lir r ave' r 0.48• OA4• 0.3241 CAPACITY REQUIREWCORRESPONDINGTOAN
Embodmont 3 tarp taw' t-3r4' i-w4• r 7.114• 1-u4" t-v4' 1.114' m141 1-1141 r 1.17.1 tars- ,¢flea ACTUAL PRESSURE REQUIREMENT FOR THE
2Alxeom4g4.76•MIn.OA.ISIeMwd orlM987 alp(Fig.1k lbs 390 r43 450196 890195 1844 Ws ZlO lbh 280lbs 354 Ms 740 ws 3Albs Ibo WO laa 341106 4421ae 5601be OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchm;W 133 W.O.C.18tmdwd(orObsei)Cyn(Flo.2k 480 w3 7009na WA WA WA HEA 330 Has WA NIA WA WA WA ea2 On 8651 1120 rx CAPACITY(FROM THE TABLE)OF THE SELECTED
4 An..7*3'MIn.O.C.1(2)2x0 Angle ClIpt 17Pq•3k 760 On 760 ft880 to$ 1560 The 1098 W3 640 Jos 560 toe WA 700 M 746 lbs 600111¢ 11192 IN 882105 86 1120 It* MULLION.IT W ILL YIELD A MINIMUM ANCHOR
2Anghwe 00.45'Man.O.Qltl*p.trdo.125Ahun.(Flg.4k WA WA WA WA WA WA WA WA WA WA WA HVA WA 7tBws CAPACITY WHICH MAY BE USED TO QUALIFY
1 Anolnor/FCOD(R0.5$ 195 ma 105lb8 225 wd 4451bs 822wo 135 roa i4olbo to w4 370W 1e7lbs 332161 475 Ws irl 22/1bs MWs ADDITIONAL ANCHOR OPTIONS FROM THE
2AnahoB@t.i6•MIM1D.CIF (Fq.6k 240ws 350265 WA WA WA WA ISO ft WA WA WA WA WA 341 442166 5w Me 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. PdODUCT RBVISBD
`..+ as cOmplyl08 WW1 tho Fltxddlf
FIGURE I: FIGURE 2: TABLE NOTES-
1)
oot40{�p'O�Z.1 "tom
• • • • --j 1.009• f-- Papbarn00ak �2aal
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE?ARLES AND SHEET 25 FOR INFORMATION ON LOADING. By
• • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mini
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE vv j7�� 111
FIGURE 3:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23 2.750' LtiGENSE'', �l
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23, '
• • • •
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS,I F
1 �ti' idD.50705 `t
ANGLE CLiP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC)301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED :a t
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED C $ j�
FIGURE 4: FIGURE a FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083.76 AND BEA MINIMUM OF.125' '0 S
fll-�
_-__I �� THICK,STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THiCK(18 GAUGE).STRUCTURAL STEEL TO BEAT ( F{ORIDP.•' ���`
loll
• LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND P x 2.75"X.650*MULLION
THE MATERIAL.#t0 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S, r f J�IO��� fG tv
A.LYNN MILLER,A.E.
FL P.E.#58705
TABLE 5A
Mullion Capawky Table Ibale
Opening
Width(for yaftl060i-sperrin indilons)or OpeningHel9ht(for t»rkor't6gysparlringmdGons)
50In 601n 70 In 6010 90 In 1001n 120 In 1401n loon pd
itacmf+gular SralJOialfg. Raafmgfiar lteptrdang. Recian9uiar TroyTtatlp. Radangder Ts6p/18ef>g. Raolasrgdar UaptMmlg. 17aMafgt4ar TraplMang. Ractettgalw T�optTOang. RWapoahv TroNTdalfg. Raatengdar 771;470.0.08. 0.
1'•X8,126"X Loafing Loafing LoadOg Looting Loafing Loa60g Loadog Londng Laadn9 Loadno $,`.LoadnO Loafing LondnB LOadng Loafing Loadnnq Loadng 1podng pY
.600"Alum v 0 1-7 -t
ma all I I I I
4210 170.0 024 170.0 435 170.0 744 170,0 +16 170.0 665 170.8 500 770.0 982 170.0 510 170.0 1616 S7D.0 621 170.0. 1219 170.0 521 778.0 1488 176.0 621 170.0 7736 770.0 62f 1-54,4 1602 1780 52! 52)
bK4 170.0 700 170.0 524 170.0 850 170.0 684 170.0 9B2 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 877 170.0 1417 170.0 680 157.7 1577 170,0 860 135.1 1617 170.0 880 178.2 1-671 170.0 680
50.82510 170.0 747 170.0 583 17o.0 696 .10A 031 170.0 7048 170,0 854 170.0 1185 170.0 723 170.0 1346 170.0 747 Woo 1494 170.0 756 141.7 1405 170.0 1 768 1121Z 1 1405 170-01 758 108.31 7495 170.0 768 2 L4A
CD
5410 170.4 787 1780 612 1780 058 1 170.9 691 170.0 1118 77a0 764 170.0 1275 170.0 603 166.1 1401 770.0 837 149.6 1401 1780 658 124.6 148! 170.0 881 108.6 1407 110.0 887 93.4 /opt 1780 88! LUCD
60 In 710.0 BBS 170.0 701 170,0 1083 170.0 797 1685 H6o 170.0 W8 138.1 1156 187.0 028 123.3 1168 168.6 917 111.0 7158 U8.7 910 92,6 1756 141.6 003 78,3 1168 144.5 003 68.4 1168 144.5 903 }_- rD J
63 In 170.0 030 170.0 745 159.6 1049 110,0 850 131,0 1040 155.6 We 1195 fO40 141.7 046 100,5 1040 132.0 638 95,8 1049 125.6 028 78.9 1049 119.3 620 65.5 1048 116.9 810 58,6 1048 116.8 Bf9 -�
rrr��15
66h 168.8 055 17o.0 759 130.0 1165 151.3 804 119.1 965 133.7 788 104.2 955 121.4 716 �.0 ess 112.6 785 83A 965 108.4 757 80.5 055 99.0 749 59.8 856 06.7 740 Ott 966 90.7 746 Z LU
D
g 72b 1285 803 131.8 687 107.0 803 114.0 6B2 91.6 603 101.1 870 80.3 503 81.2 059 71,4 003 03.0 848 842 607 79A 842 53.5 603 722 832 46.9 803 69.6 626 40.7 803 69.7 O2/ g iL
78 in 109.2 721 114.1 029 81,0 Mt 07,0 810 7CO 721 86,1 805 60.3 721 76.5 595 80,1 721 70,7 688 64.6 721 65A 670 45,5 721 59.4 680 39.0 Mt 66.8 684 34.1 721 68.f 563 z
Q J r r.
70 In 101.0 684 IOSA 699 84.2 664 eOA 607 722 604 76A 676 03.7 684 70.4 567 66.1 664 64A 568 00.5 684 59.9 6S! 421 864 54.1 541 30.7 684 61.3 83B 37.8 884 50A 534 1
001n 05.8 514 67.0 456 64.8 514 67,3 44tl 47.0 Bio 50.0 440 41.1 614 44.0 433 *1 514 40.6 427 329 fits 37.3 421 *61113,.* 412 23,8 614 30,4 400 20.8 514 29.0 403 dO98In 64.2 452 65.7 4114 452 452 {7.0 306 30,7 452 40.0 39D 33.8 452 38.4 304 30.1 452 32.9 316 27,f 452 30.3 373 38S . 24359 18.0 452 22.8 355 tjj )(Igo in 38.1 367 Sag 322 31.7 357 317 317 27.2 357 28A 312 no 357 252 306 21.1 357 Y2.7 303 i9.a20.8 293l8287 lt.9 367 l5.0 283 � LL�tii N 35.1 338 358 30B 20.2 338 30,1 301 25,0 330 28.1 288 27.8 338 23.1 2B2 204
08 17.51902702514273 11.0 33O 17.8 28912010 27.7 289 28.2 283 23.1 289 237 250 18.6 209 205 258 17.3 289 18.1 252 i6A 280 t8S 24B 13.0 269 ti.9 244 2+0 0.8 269 11.{ 238 0.7 289 10.4 232 U )( ?�
TABLE SB ANCHOR CAPACITY ADJUSTMENT FORMULA: -18
AnchorCe oel Table Iba /ANCHpRCAP.,,„,,,,, DIY In
Stdefr4ta 2.7kCOetfda UK Colt. NdtowCMU FlBedemu PTtYoaa Metd (OP )Xl }aANCHORCAP.H, y
&16`Elcp 114.89 Eke fYfC Eke 94.68 Elco 010 Bled 61281eal M2 sloe1 MULLION CAP.,„,,,,,,„,
AnchOrCOg Petlgma Anchor 7Ypa 3 i6 Ettpunr4Con V4 EkoUt n coh UAtacmt 3 t6•Elco U5 ad1 tt4 EkoUAracon 1WW Ior UBtacm AmmlGdor Stfew(G-6}Stier(c} Berea(05} USE THIS FORMULA TO OBTAIN THE"ANCHOR
Eagp4tarcapnY r 2.92' r 2-9z 3•V0 1• 2.92 I f• 2-V2• 2" 3416' 2 0.48• 0.54 1 0.324 CAPACITY REQUIRED'CORRESPONDING TO AN
EinW t mi M W41 13`41 1514• 13.4' r 1-941 1-VP I 1.111' t-V4• 14141 !-V4• r 1.318• 13'tr vain ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anclfn1 606 X011 O.C.I mmma 7romel M(Fig.1 r 3AD 100. 390ma 450106 ON TIS 1644 lbs 270@s 28D Ins MA Ms 7401bg 374Ms rca ros 0f6lba 341 is 442@a 660 to OPENING,WHEN IT IS LOWER THAN THE MULLION
4afc6ars 1.15•21060..otstamm(rrasa}C6 big.zY 4BOibs t00ft WA fm WA NrA 38o9s WA NSA WA WA WA 6620o 885 Us 1120Re CAPACITY(FROM THE TABLE)OF THE SELECTED
4Arcnsrs®3Mno.ar 25An0kCgsI(flg.3Y 78080 700 Its GOOIba 15Bama 1B86Ns 640 lbs Owns NIA 7w Its 748 IN 800106 1622 ft 682 Its 665 ma 11201bs MULLION.IT WILL YIELD A M INIMUM ANCHOR
3---G 0.45-MIM O.C.IUICW aao.126•Alum.(1710 4 W WA NIA WA WA NIA WA NIA WA NIA WA WA NIA WA to7310s CAPACITY WHICH MAY BE USED TO QUALIFY
I Amborl F*p(Fla SY 1W5 IDS 105 We 225 rot 445¢6 622 m l35ms 640 Rs 177 ms "01bs i07 m5 392 its 473 Its 17o9s 221 Its 269 on ADDiTiONAL ANCHOR OPTIONS FROM THE
2A MO 01.10'Mm 0.o1F 6 24021 3500.6 H1A NIA WA NIA Igo Its NIA WA NIA WA WA 341 Ots 4421ps 56020 ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLtP,USETHE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT'RBVIS
ED
t14 complying 1vIIh NO F10t111a
F1.000'•-i z38ilding Gds
FIGURE 1: FIGURE 2; TABLE NOTES: Aaot I6-t3 2i$• 21-
Iml D.1
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. Mi Dada p�t-
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE, ` It t 1 f t 111}11
FIGURE 3: 3.725 y����4N�•,,,.LINN ,74 F1 ,
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. � tiICGNS .,`f'
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. y1-: N,,56706
ANGLE CUP MUST BE USED IN PAIRS. 500"
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT FILLED [/J
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.917.WOOD SHALL BE PRESSURE-TREATED T 0
FIGURE 4: FIGURE 6: FIGURE S: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 5063-TS AND BE A MINIMUM OF.126' fY S 1.07E �L�
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"
THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT i•X3.125•k.5'MUtltfiN ;r{}�-.
LEAST.125`THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND ATLEAST 3SCREW THREADS BEYOND (1"VF MULLION) r� `C ' ,, COR50,.•;�G`a
• THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-B S.S.OR 410 S.S. ��I'l,0 AL J'`�
A,LYWK f ij IER,P.E.
FL P,E,#65705
TABLE 6A
Mullion Capacity Table(lbslflz) • nidi
Opening W)dth(for wricagyspanri g muldons)or Opening Height(for ho11zontaly-sparking mullons) ^a
561n 601n 701. 60 in 901n 100 in 1201n 140 in ISO In d
Reotalpuier Trepraiong. RecreMpdar Trapman Rxtmgufer Trap/atmg. ReatarlVer TWIVINg. Rocten9ular TteplTdeng, Rectangular Trorinlang Rectangular 7tu"ang• Reetengaiar Tiapfrit"na. Reciang"I" IWitmg. g a
1 x 4 x.126 locdig Loading Loading La•9np Loading Loedi� Landing Loading LDadMg Loading Loafing Loadir g Loading Loading Leading Loading Loading Loadinp 7S Y n V
Alum.Tubo b
Mullion � ggM1q
251
I z L
4213 170.0 820 1700 436 170.0 144 179.0 478 176.0 860 170.0 696 170.0 902 110.0 618 176.0 1418 170,0 621 f70A 1240 170.0 621 170.0 Nae 170.0 627 145.8 1488 170.0 621 127.8 7469 170.0 521
40 In 170,0 708 170.0 024 170.0 850 170.0 684 170.0 092 170,0 MO 170.0 1133 170.0 661 170.0 1273 170.0 677 158.3 1303 170.0 BPA 130.3 1303 170.0 680 111.7 1303 170.0 660 W,7 13M 170.0 660 LU
WM5 in 170.0 747 170.0 503 170.0 880 170.0 831 170.0 Will 170.0 854 170.0 1195 i7ol) 723 i68.1 1235 170.0 747 140.6 1216 170.0 768 117.1 1235 170.0 768 700.4 1230 170,0 760 UTA 1235 170.0 780
6401 170.0 797 170.9 812 170.0 068 170,0 091 1T0.O 1116 170.0 764 154,4 JIM 1700 603 137.2 1168 170.0 631 123.6 1156 170.0 666 102.9 1189 00.0 601 88.2 4158 170.0 661 77,2 1168 470..0 861 m p O
OO In 170.0 805 170.0 IN 168.7 1042 170.0 707 142.0 1042 181.1 832 USA 1042 148.7 $to 1112 1012 136.6 801 IOOA 1042 130.2 Tel 03.4 1042 125.1 762 71.0 1012 125,1 782 02,5 1042 125.1 702 � 4MG J
r63[n170.0 930 170,0 745 161.2 0112 163A Bta 129.0 092 144.0 709 113.4 192 131.0 782 100.9 991 121.4 786 90.7 992 114.8 768 78.9 992 iae.4 748 81.8 992 106.0 744 50.7 802 INA 744186.4 947 170.0 789 757.0 947 748.0 766 116.1 047 136.3 786 103.4 047 117.7 752 91.9 047 108? 738 V-7 947 1022 727 Ogg 947 05.1 T13 59A 847 DO 711 61.7 047 04.0 711 (A� k'135.8 549 142.7 737 113.2 S49 121.6 772 07,0 840 WILD 700 54.0 849 804 am[22.
649 66.7 688 BT.9 840 a27 075 608 849 76.3 659 40.6 849 72.6 852 426 849 72,4 1St116.5 702 120,7 683 88.3 762 5028 862 82.6 782 90,0 ra0 722 782 80.8 820 782 743 820 67,6 782 69.2 Bi3 48.! 782 62.8 502 ;t.3 782 59,9 697 30.1782 68.4 695108.0 724 117.0 83{ 89,0 724 94A 621 78.3 724 82A724 74.4 590 724 66.1 59! 53A 72A 63.4 6� 44.6 724 67.3 STJ 382 724 84.3 887 33A 724 63.6 663BQB 643 71.0 463 65.0 043 60.7 474 49.7 6{J 62.8 488 41,5 613 47.1 468 543 42,8 452 34,0 513 38.5 148 29.0 043 34.9 438 24.0 643 321 430 217 843 10.7 42e o
90In 67.3 478 68.9 427 47.5 478 49,7 4119 40.9 478 43.2 412 35,8 476 30.5 400 476 34.8 400 28.7 478 320 393 23.9 418 20.1 358 20.5 478 25.0 386 17.9 478 242 376
108 to 40.3 377 41.1 341 33.5 371 34A 333 26.8 377 30.0 530 28.2 377 28A 325 371 24.0 321 20.1 377 22.0 317 18.8 377 1&0 J10 14A 377 17,1 304 r
111 In 37.1 351 07.5 323 30.9 357 31.8 318 20.5 357 27.0 313 233 387 24.4 309 367 22,0 305 146 357 20.1 301 115.4 357 17.4 201 a }(
X m
i�tn 28.3 308 29A 27,9 245 308 28.1 274 25.0 300 21.7 270 16.3 308 192 287 318 17.3 263 U Q O Q
1Mln 17.0 212 17.2 1AB �
TABLE6B ANCHORCAPACITY) TMENTFORMUL.A:
Ano or Ce cl Tablefibs) ANCHOR CAP.,,,",,
BB.bata. 2.1kODearete 3.5kconc. Ho80WCMu Fined CMU P Woad Metal (00,)X1 -ANCHORCAP.„„
FActiorType: 3115 Bea ubaacn 174'Etco UWacm 611P Eft 3'16'Eko Unrecm 114'Eba Uiliaapt 14'88 E(aa OtiB'F14fl Yt4•ss Elco 010 Steal 912 arse! 012 ataN MULLION UP.,,a,,,,,
AnehorCllp Patterns uivecm AgilmGeto U11-tin AmniGator Screw l06)Scivw(G5) Sew On) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Edge atawaa 9nl i• I 2arr I r
2-10 3.1f8• t• 2•1re I• I 24W r stye• 2• 0,48• 064• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN
Embedment 9n; 1.311 1-314• 1.314• i•V4• r 1.14' 14141 1.761• 1.14• 1-14' 1.14• Y lair 1-378" cedes ACTUAL PRESSURE REQUIREMENT FOR THE
2Arwhon$4.76•MimbA/9lmdard"O848itXy(F01.7321 390@s 380 lab 450 We 090 ms 4Rs 270Ins 280 the las 740.0 3741. 6041. 940lbs 341 421b3 BBOIbs OPENING,WHEN IT IS LOWER THAN THE MULLION
4 AnOhaa Q 2.25 Min.O.C.18•ndad 1«F0-a:Cep(Fq,dig 7001bs 700 tW 580 las 1410 lbs 052 teaWA 560 Ilia WA 030 ft* WA 88010e WA 682 Loa 8851. 1120 os CAPACITY(FROM THE TABLE)OF THE SELECTED
eAnabom 01.75 Min.0.47 Ste (Of 0")CUP(Fig.4 0601bs 1400 lbs WA WA WA WA 780Iba WA WA WA WA WA 1383 roe 17101. 22401Ds MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 AMM 0 3•Mtn O.C.I'll.5Angle MS I ft.R. 780 lbs Teo lee 630ft 16601b3 18901.I Slabs 5601. WA ISO" 748 i. 050 i. 118921. 02 jus 185•s 1 i20166 CAPACITY WHICH MAY BE USED TO QUALLFY
0Anchas Q V MIn.0.4/(2)20 Angle Clips I IFig.ek 11701. 11701. 1020 Wa 23401. 2844160 610w 040 Ins WA 11401. 112x7. 73201. 2a3a 167 tozz Ws 13271. 1666Ibt ADDITIONAL ANCHOR OPTIONS FROM THE
4 Anchors 00.45'MN,O.C.ltWip,W0.12•Alum.(Fig.?7: WA WA WA WA WA WA WA WA WA WA N/A WA WA WA 1430(Ds ANCHOR CAPACITY TABLE
2Andrea02.26•MN.O.0JF-apft.Br 3501. S601es 290.8 IDS Ibi 4701. WA 280 The WA 315 Ins WA 4401. WA 341 Me 442lbs 560 lbs PRODUCT REVISED
4 Aachars UV MIR.0.0)Fal(Ftp.9}: 4800>a 700 ft WA WA WA WA 360 tae WA WA WA NJA WA 882 Las angles 1120 too as a0mplyby with 1110 Flbdb
1.000° AcceptBuddingCoda
NOTE:FOR THE OFFSET CLIP,USE THE SAMEANCHORPATTERNANDANCHORVALUES ASTHE STANDARD CLIP. "{ r- Aa�P�m� $
Ex ieonatDwe
TABLE NOTES: By .�
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE& FIGURE 9: Miami 1101111
o !'
• • • • • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE % .. 77
• • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ��pl�'j "' 71C{
,,.,, r�rr
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. h� Z�.•'y)CENSR '^.F� ��
• • • • • • • • • • "rte
3)MULLION AND MULLION CLiPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4'000` ')s; N0.50705
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW
FIGURE& FIGURE 6: FIGURE 7. SUGGESTED,APPROXIMATE HOLE LOCATIONS. a. ILI
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED „•An'., gqA1•E }
• • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW 126• T' ,./YOR(OP•'' NS 11
SOUTHERN PINE WITH AN SG OF 0,65.ALUMINUM SHALL BE 606346 AND BEA MINIMUM OF.126'THICK.STEEL L �<<rS C9 .
ANGLE CUP(FIGURES 686)MUST BE USED IN PAIRS. AND STUDA36.AL ANCHORS INTS TO BEAMINIMUM O METAL SHALL EXTEND AT LEAST 3)SCREW THREADS BEYOND THE MATERIAL#10.STRUCTURAL STEEL TO BEAT LEAST.12W 1& `LY//N'1'khL i i.�`
#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 B.S. 1'X 4•LI.N A,LYNN #6870 P.E.
MULLION FL P.E.#58705
TABLE 7A
Mullion Capacity Table Clip sle) e
r
006111118 Wtdfb(for varticatty-sparring ma9ions)oropening Height(for tnrtzontaEp spann67g rm njons) le:1x4
:501n 60 n 701n 80111 001n 1DO In 1201. US in 1601n%.STB Reoiangutor Trwmang. Reetm10/lar TwIff na• RectorWar Ttap7Han8. Rectangular Treprafeng• Reatmoar •mjvrnfanp. Red-War Tmp+iNang. Reoton9�darTnplT0anm Reatangiiar Tnpfrda.g. RW&rgjlar Trept�am�O
Alum.Tuba leadnp Lnadng Loadnp Lowing Ladn9 Loednp Lowing leodN9 lendn9 Loadlnp •Loafing Loafing Loader L4adnp Lbedng Lowing Loom11g lendtg gt
&"r Z, Z �•
Mullion - I h S H
s151 11 1 11 421111 11 H1911 11 12fil H 11111 11 1 1 zIs �
42 to 170-01 W0 170.0 436 170-0 744 170.0 478 170.0 986 770.0 bp8 170,0 992 170-0 649 170.0 1116 170.0 621 170.0 1240 174.0 827 170.0 1485 170.0 621 170.0 1738 770.0 621 170.0 7903 170.0 621 J
413 N 17x0 709 170.0 62{ 170.0 650 170.0 554 170,0 092 170.0 Wit 170.0 1133 170.0 681 170.0 1715 170.0 877 170.0 1417 170.0 680 170.0 1700 170,0 600 170.0 1083 170.0 890 151.8 2014 170.0 660 �
50.025 to 170.0 747 170.0 663 170-0 $an 170.0 031 170.0 1046 170.0 891 170.0 11195 170.0 723 170.0 1345 570,0 747 170.0 1494 170.0 766 170.0 4703 floO 760 55&0 1110 170.0 756 138.6 1910 170.0 766 ,'�
54th 770-0 787 170.0 gig 170.0 9S8 770-0 891 170.0 1lS6 170.0 764 1704 1275 770.9 803 770.0 1434 770.0 837 170.0 1694 470.0 868 169.9 1789 170-0 561 137.1 1799 170-0 801 120.0 1789 170.0 081 m Cpl a
601n 170.0 BBS 170.0 701 170,0 1063 170.0 707 770,0 1240 170.0 078 170,0 1417 170.0 944 170,0 1694 170A 098 155.6 1619 170.0 1033 129.0 1810 17MO 1063 111.0 1010 170.0 1063 07.2 1619 170.0 iOB3 10 J
83 in 570.0 030 170,0 745 170.0 1/18 170.0 860 5740 1302 170.0 040 170,0 1408 170.0 1010 168.7 1542 170.0 1070 141.0 1842 170.0 712'2 97.0 1642 18&8 1168 100.7 1642 197X 1157 Sat 1642 167.9 1167 J
88411 170.0 974 170.0 788 170.0 11fiH 170.0 803 1740 1384 170.0 1002 180.8 1472 170.0 1000 142,8 1472 196.8 1148 124.5 1472 166.8 1130 107.1 1472 147.8 1100 014 1472 14&0 1104 80.3 1472 148.0 1104 � �z'
72111 170.0 1063 170.0 875 170.0 1276 170.0 f0D9 150.8 1320 100.2 1101 1320 1320 149.0 1082 117.3 1710 137.8 1068 105.6 1320 120.8 1049 68,0 1320 117.0 1024 76.4 5320 11L6 1013 66.0 7320 112.0 1052
19 78 to 570.0 4122 170.0 937 148-0 1184 159-0 7013 1282 1164 13&9 984 1122 1181 726.7 078 80.7 1184 11&5 984 88.8 1/84 107.5 962 74.8 tib4 97.5 035 6<.1 1172 63.1 027 08.1 1184 92d 926 ,=j 0.
Z
$ 7614 16&1 1124 170.0 9137 13&4 1124 147.0 956 116,0 1124 120.8 047 tole 1124 115.0 931 92.$ 1124 105,0 915 63.0 1124 08.5 906 682 5124 684 880 68.3 1124 04.3 081 81.9 1124 63.2 078 ¢ •-I � r
901n 10&1 644 111.5 760 80.1 644 94.3 730 77.2 844 82,1 724 074 Su, 73.3 712 80.7t6553-4.2
702 64.0 9% CIA 693 45.0 844 64.2 816 38,6 844 $0.0 606 33.8 844 47.7 662 � m
BB in 8&1 742 81.0 Sol 74.2 742 77.2 fi52 83.0 742 872 041 $5.7 742 59.0 got 496 022 44.fi 742 4R8 6t; 37.1 742 43.0 Bq) 31.8 742 39.9 686 27.8 742 37.8 604 a
P y9yq a a
10813 eL8 668 634 870 62.1 688 634 621 44.7 580 46.0 513 39.1 600 414 SOB 34.6 409 31.3 880 342 492 28.1 886 28.0 481 22.3 689 28,0 472 19.5 568 24.7 488 co vi m
Ill In 67.6 555 80.8 503 49,0 686 49.5 495 44.2 6S5 42,9 467 30.0 655 38.0 400 32.0 473 25,8 665 31.3724.0 555 27.1 457 20,8 865 24.3 440 f&O 668 22.4 442 X Yt20IS 45.6 475 404 433 38,0 }75 340 428 328 176 33.7 420 285 475 294 4i; 25.3 409 224 475 24.6 404 19.0 476 27.1 305 10.3 476 f8.7 367 14.3 475 17.2 381 E: to
772N 28.4 330 28.7 305 220 330 22.4 301 169 330 1&3 287 18.8 33D 17.0 293 U X
TABLE 713 ANCHOR CAPACITY ADJUSTMENT FORMULA: d��A
Anchor Ge c Tab)a 9 �ma
ANCHORCAF.,,a,,,,,, ati
5ubslmle: 27k Concrete 3.66 Cone. Hopow CM FNW CMU PT Wood Malel (DP-)X ,=ANCHOR CAP
Anchor 311IT Ei40 t9UUon 1/4'Elk ultmom Sit8•E108 3fi8'Elco UOrm4o 414,Eke Carom VV SS Eko WS'Etoo ti4.88 EW 410&0N 012 Steel 012 Steel MULLION CAR,,,,,,,,,,
AnaborCllpPa8om5 u6eaon Agare0etar UOm4on AMOGstar Sorew(05)8crew(G5) 80faw(G5) USE THIS FORMULA TOOBTAIN THE"ANCHOR
Edge CUtonm t6t r 24W v 2-vr 3.119• 1' 2-vY 1• 2.1ir v MIS* FWA
0.45• 064' 0,3w CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment 13/4' L7M idN' I-W Y i-V4' 1.414" 1.114• 1.114' 1.114' 1.114' 1470' 1.318' whoa ACTUAL PRESSURE REQUIREMENT FOR THE
2Arg11vm@4.70'Min. .C.182m1derdor0&aetCUp(Flp.t82k 390169 390168 450163 090163 /844 ms 270163 280 Its 354103 740169 374 as lbs -71-lbs N2ib3 680103 OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Amhom @ 2.25•Mtn.O.C.lStendmd(oro6oal)CUp A.3): 700 m3 700 lot 680 @3 1410163 9521ba WA 560[be WA 630 the WA WO fba $82 Me 885 ft 1120 m3 CAPACITY(FROM THE TABLE)OF THE SELECTED
0Anchom®i-IV Min.0.411 StaMnd(or DOW)CUP ffW Q: 9130 ms 14DOlb3 WA WA WA WA 780163 WA WA WA WA 1363 lbs 1770 lb3 22400,3 MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Archon t 7 Wt.0.0.7 R)218 Anglo C9p3line.b); 700 @3 780163 630[be IWC[be 1600 ms 540163 No The WA 760164 7480a SBD IDB 682163 883lbs 5120 raa CAPACITY WHICH MAY BE USED TO QUALIFY
B Abe note a 3•M6t O.C./(2)11 A2 Cope IW1119y 1170iba 1t701bs 1620@3 2340lbs 2S141be 8101b3 640160 WA 1fA01fa 1722103 t3201ba 1022164 1327 ms 7880163 ADDITIONAL ANCHOR OPTIONS FROM THE
4 Nnhon Q O.dS'Mit O.C.I oQp,nto.126'ANm.iFp.iy; WA WA WA WA WA WA WA WA WA WA WA WA N/A 1430 ANCHOR CAPACITY TABLE.
7211.O,CJ F131P ffq•B): 350163 350 Om 290 its 705 m3 470 lbs NIA 260164 WA 318163 WA 440163341 ms 442163 600164 PRODUCT REVISED
4 Anchan W 5.75'Min.O,CJ FL9p FU•9k 480iha 700•a WA WA WA WA 360163 WA WA WA WA882 ms 886th+ 1120 Poa m camplylra with the Flbrida
BOading Code
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.082' t- --j 1.000" f- A4captw V No�(P-aZl$�,o3�.�3 f
B*, DIeg, � ��TABLE NOTES: B �1 bFIGURE 1: FIGURE 2: FIGURE 3: FIGURE4: FIGURE8: FIGURES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION Mo frod+ct
• • • • • • • • • • • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ry
t 1 I I 1 I 1 7
NN
2 LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 14
LY
• • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE
SHEETS 21-23.HOLES TO BE DRILLED 1N THE FiELD FOLLOWING DIMENSIONAL RESTRICTIONS 4,000' aL,
4.000•
SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. '%� NU 68705
FIGURE 6: = 1'
FtGURE6: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
• • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90.WOOD SHALL BE a OY
• • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66,ALUMINUM SHALL BE
8063-Tb AND BEA MINIMUM OF.125'THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046' rLOR\��':•' �C9�^:
• 6' aL"6' C .
THICK(78 GAUGE).STRUCTURAL STEEL TO BEAT LEAST,126"THiCK AND A36.ALL ANCHORS T r/fit`......dl l-
ANGLE CLIP(FIGURES 686)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10 7'X 4'X.375'7 VX 4•X.375• r 1
ANCHORS INTO WOOD MAY BE STEEL.18.8 S.S.OR 410 S.S. 'T'-MULLION MULLION A.L(!E1(VtMILLEE},P.E.
FL P.E.#$8705
TABLE 8A
w
Mullion CapacIty Table h6lftz
Opening W1Gth(forveWcaty-spait"muatotis)0.r Oponing Haight(for toilzontaly-spamdng mU9ons) y+'
50In BO In 701n 00 in 90fn 1001n 1201n Hein 160 in
RectarWar Tra"ang. Rddideodlar 'nepreidng. ReManguler Tm d Reow4aiar ididi0arg. Rectangular Trop61an9. Rectangular TrajdRung. Rociatdit,er Tn pJa;ett4. Rectangular TtaNOtong. 4 r
1.26"x oa a^9• fiaoading. Raoadingar T ;Or
3.188"X Loading Loadina Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Leading Loading Loading Loading loading Loading Y
,286"Alum _ _ _ _ _ :�•� _ ,�• _ _
Tube Mull
g g 4. m
42In 1700 820 170.0 436 1704 744 170.0 478 770,0 6B6 170.0 008 170.0 gg2 170.0 $IS 170.0 1116 170.0 621 170.0 1240 170.0 621 1700 1468 170.0 021 170.0 1730 1700 $21 161.8 1789 170.0 621 0
481n 170,0 706 170.0 524 170.0 050 170.0 5% 170.0 992 170.0 630 170.0 1133 1700 Sol 170.0 t275 1704 677 170,0 1417 170.0 680 151.8 1648 170.0 680 132,7 1546 170.0 680 116.1 1618 170.0 680
50125 In Me 747 i7a.0 883 170.0 098 170.0 631 170.0 1040 1704 ON 1706 HaS 170.0 723 170.0 1346 170.0 741 187.0 1188 170.0 768 1302 1468 170.0 768 119.3 1480 170.0 766 104.4 las 1700 768 m O
R.In
170.0 787 170.0 Bit 1700 Db8 Imo 691 170.0 1119 170.0 764 170.0 1278 1704 803 163.1 1376 1704 937 146.8 1376 170.0 956 t22.3 1378 170.0 661 101.8 1378 170.0 961 91.7 1376 170.0 eel t� p
1700 UST170,0 701 1T0.0 1083 170.0 787 155.0 1158 170.0 670 139.0 1160 187.4 030 123.6 1168 166.6 DID 111.2 115a 150.0 012 92.7 1150 144.0 005 70.4 1158 144.8 900 60.6 H55 144.8 005 IU to .N.I
7T0,0 930 170A 745 180.1 tOSI 170.0 650 137.2 1051 J%q 682 120.1 1051 1420 845 100.7 1051 132.3 837 96,1 1051 125.7 830 80.1 1651 119.6 622 68.0 1054 110.1 621 60.0 1051 119.1 b21 Q. J
{,
60 In167.1 95T 170.0 7a9 139.3 057 151.$ 585 116.4 057 134,0 760 104.4 967 MIX 777 928 057 112.6 767 83.6 957 1094 M 60.6 057 100.0 760 69.7 857 83.9 748 62.2 057 088 746 � 0)
�C125.7 804 1352 008 107.3 804 1162 604 91.9 604 101,3 671 $0.4 604 01.4 $80 71.5 804 84.1 050 64.4 604 7&a 043 63.8 804 72.3 613 48.0 804 008 829 40.2 504 69.0 828108.4 722 114.4 630 01.2 722 972 608 7&2 722 66.3 S08 SSA 722 78.7 688 Btl.B 722 76.1 563 64.7 722 85.6 650 44.8 722 69.6 b70 39.5 Tit 68.7 66S 34.2 722 68,2 680 Z
78In 1012 68S 105.6 BOD 040 685 88.5 a0B 72.3 885 78.6 67T as,
BB5 70.6 685 56.2r453
84.6 060 60.8 605 80.1 653 422 *33A
38.2 885 01.4 637 31.6 885 60.7 638
oo in 86,9 615 S9.0 457 54.8 111$ 675 448 47.1 515 50.1 441 4$2 $15 44.7 434 30,6 40.6 420 33.0 616 37.4 422 21.5 23.6 510 30.5 407 20.6 615 28.1 404
4 r
811 In 84.1 453 15.8 440 43.3 463 471 387 3&6 453 41.0 381 330 463 364 364 302 33.0 ST9 272 463 30.4 374 22,8 18.4 453 24,3 360 17.0 453 22.9 358 � � 0
1084 36.1 356 30.0 323 318 350 32.6 31a 27.2 359 25A 313 23.6 368 25.2 309 212 22.7 304 48.1 368 20.8 300 16.0 r
III In 35,1 331 35,6 308 20.3 330 311 301 261 338 28.1 207 Me 338 23.2 283 19.5 20.9265
12O In 27.8 29026.3 294232 200 23.$ 260 1&9 290 20.$ 256 17.4 200 162 253 15.4 ISA 249 0
1441n 161 201 118.3 1 ISO N Q Q O
'Q r
TABLE BB AnchorCe aci Table a ANCHOR CAPACITY ADJUSTMENT FORMULA; aIt
SUDSIMIa 23kODmale 36kCOnc.I HOUNUAU F310dCMU PTWood Maui ([t-)x ANCHOR CAP.,,,,-N.ANCHOR CAP... "
Ntg pio Vd•ss Eke Nig E>co 14.86 Eioo 010 Btaai #129teai #12 Steel `MULLION
MchOrCllpPetteme Anohortypa a17Etaoulraean vrEicouitracan UPAKOR 3igpmNlaeon 14'EkoURaWn A000dor Uaracon AggteGaldr Scew(G6)sctaa(GS) Scrao(05) USE THIS FORMULA TO OBTAIN THE*ANCHOR
Eoge pstarce 0n) 11 2-112• t• 2.112 3117 1• 2-17z V 2-1/4. 7 3-118' r 0.484 o&4. o.32r CAPACITY REQUIRED"CORRESPONDING TO AN
SmBeonmt n tare fair 1-314. 1a�r r 1.114' 1414* 1.114• talc 1414• lata• r 1.316• 1.Y7 reies ACTUAL PRESSURE REQUIREMENT FOR THE
2AncMis®478'4410.O.C.l Statnanl OtORlat COp(p017 390 ms MRS 45D Ws 89a9,a 1844 ars Z/OW 280 to Wim) 74om 374 Rn 664 ms $ms 311101 44206 660 to OPENING,WHEN RIS LOWER THAN THE MULLION
1 Alklmro 1.15•Mlrt 0,tl/Slatpam n 0m6e0c 823 4806n 700 0m N/A WA NIA NIA 380 ms NIA WA NIA WA WA 682 On SSS 0s 1120 es CAPACITY(FROM THE TABLE)OF THE SELECTED
4AnCIt0i6/{tl3•MIn.O.C.!(1J 2t6AigbCRps1(fl03} 760106 780106 am ms law m6 Imams 54oma 660 ma NfA 760IIn 748 bs am to 189299 662 ms 695 SDs i12D 3 MULLION.IT WILL YIELD A MINIMUM ANCHOR
d Ar01n19 O.d5'Min.O.C./U4:�,IOt0.i26•Num 8''q dX WA WA NIA WA NIA NIA WA NIAWA WA WA WA NIA WA t430m CAPACITY WHICH MAY BE USED TO QUALIFY
1Arelar/FC6p(Flg alt 095 m3 10559 275ms 445 ma 622fOs MR* 140b 177ms 37O10s 167 an 332 me 473 mt Veins 2211x1 1 250®6 I ADDITIONAL ANCHOR OPTIONS FROM THE
2Antnots 491.18•Mtn O.CJF-C2W IM 393m3 WA WA NIA NIA 190 RL1 NJA WA N1A WA WA 341 m6 Idd28n d6A ma ANCHOR CAPACITY TABLE. PRODUCT RBVI9ED
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 09 ODUCTam y SVI 1110 FIt1i1m
Build "
2: ('.-
FIGURE I: FIGURE I'•-1.260°^•I AcoaptenNo
. -"'i• • • TABLE NOTES: c6
Ex Statim Date
1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION BY
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Miami o product
111I11lIr
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS(SALLOWABLE,FIGUF
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS•SEE 3.186" `` ��`••'y1GENSP '•.4.Q �!
CLIP MUST SHEETS 21-2&HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS t �r
BE USED
SHOWN ON SHEETS 21-23,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS 286 " 31` ASi3.58706
iN PAIRS. 4)SUBSTRATES,CONCRETE SHALL CONFORM TO ACi 301 SPECIFICATIONS.HOLLOW AND - �y
FIGURE 4; FIGURE 6: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL O by 1Lj
• 8E PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHAD.BE1
6059•T6 AND BEA MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 'C�t.',,FL QRIDI"'.•'�1�'�
• 045'THICK(18 GAUGE}.STRUCTURAL STEEL TO BEAT LEAST.12W THICK AND A36.ALL 1.25'X 3.188"X.266"MULLION % y
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (14114'VFMUU.IONj /,1I aQ10N `-
#10&012 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S, A.Lf Nti)ittitlt!L��2,P.E.
FL P.E.#68705
TABLE 9A
Muffl-n Capacifty Table(Ufe/fe)
Opening Wldth(#orvertic@l"ponnlnO mumom)orOpeninp Height(for horfmntplyepaming muflolm) �3
Both 80th loth 60111 vain We iZON 1401. 160th rS.tt n
1,25x3.26 Pea'anO6er imptBla.9. Remoogftsr TmplTdang. Itooluubr 7, Tdarg. Ratv.BW+r Tmptnloafl. RedlWOW Togtitia0, Rmt4.9utar TnpRdmep, T4eetan0i4ar Tovidsa0• rwOVstar T*p#r4an9. R4atangtdir T.'..p.
X.100 Loedgyyqlading Ladig toedN9 Load" Load-0 LeedNB LoadingLadno Loadin Loadho Lading Lading d.9 LadV Loldig LooLoading Loading �Y
Atum Np41110ne
Ti IIS
zN421- 170-01 620 1170.0 135 170.0 741 170.0 478 170.0 080 170.0 600 170.0 1 982 170.0 618 170.01 1116 170.0 621 163.3 1118 770.0 6Z1 121.7 1110 170.01 671 108.6 1118 170.01 621 85,0 1116 170,0 621 � 1-
48 N 800 170.0 708 170.0 524 170.0 170. 504 187.8 978 110.0 We 1487 976 170.0 Bill 130.4 978 170.0 877 51 1180 7.3 878 tT00 07.8 878 S70.0 000 83.8 978 170.0 860 73.3 978 170.0 090 )WL
60025th 170.0 747 170. 663 170.0 888 t109 03t 150.7 027 170.0 884 131.0 827 168.6 108 117.2,021 URI 699 105.5 927 IWO 890 97.8 927 166.3 695 76A 021 156.3 BOB 65,1) 821 169.3 68S
64111 170.0 787 170.0 912 164.5 669 170,0 091 1325 BOB 163.8 60.3 116.9 808 141.8 669 103.0 669 134.0 660 92.7 689 i29.6664 77.3 869 128.8 652 68.2 089 179.6 692 67.9 800 120,8 852 LUQ� 0
60 N 143.2 748 163.0 834 118.4 740 1132,3 OW 102.3 748 117.8 606 88.5 746 107.8 698 18.8 748 IOt.O 692 71.0 746 00,8 607 60.7 748 093 583 61.2 748 93.3 563 44.8 748 013 1583 M
03 in 123.7 677 132.0 570 103.1 677 113.2 508 00.4 BIT 100.4655 77.3 677 01.4 646 80,7 077 66.2 639 BI.B 077 61. 634 61. 077 77,0 629 44.2 077 76.7 629 387 577 787 629 J
88th 101.9 817 114A 630 89.7 617 97.8 d19 78.9 817 883 d09 87,3 817 70.3 600 58.6 811 72.6 494 153.@ 8f7 Bill 408 44.8 617 84.4 483 38.4 617 63.7 482 314 BIT 617 482
72 In 829 618 1 87.1 460 80.7 616 74.2 440 59.2 018 05.2 432 61.8 618 68.0 425 18.1 640 64.2 4111 41A 618 50.7 414 34.5 616 40A 408 29.6 610 46.0 405 25,9 510 45.0 405 Z
76th 70.6 485 117 408 56.7 406 020 988 511.3 405 6/,B 380 41.1 485 48.1 384 38.2 409 45.3 918 39R 406 47.2 314 29.4 405 30.3 387 25.2 48S 38.6 364 22.0 406 30.2 3B3
78th 65.2 441 We 387 64.0 441 ST.? 378 40. 441 1 609 372 408 441 45.4 308 361 441 41.8 Jill $80 328 441 30.7 358 21.2 44t 341 349 23.3 441 33.1 348 20.4 441 327 345 � Z
BON 42.4 332 410 295 35.4E33237A 2S) 30,3 332 32.3 284 28.6 332 29.9 280 23.9 332 28,1 270 212 332 24.1 272 17.7 332 21.3 288 168 332 180 282 13,3 332 197 280 r]ISh 35.0 291 35.8280 281 266 26.0 get 26.4 252 21. 291 all 24B IDA 281 263 244 176 281 10.6 241 14.6 201 17.1 230 12.6 201 15.6 232 OtOB N 24.6 230 26.1 208 205 205 17.6 230 10.3 201 15.4 230 18.2 188 x111 N 220 210 Z31 107 i8B 181 18.2 216 I88 10711.1 210 11.9 180126th 17.fl 187 182 tl0 14,9181 J•
x ai
a a o 0
cl411
TABLE 98
ARehmCa t tante 1h6
ANCHOR CAPACITY ADJUSTMENT FORMULA: '" a
aa
aeeslrele; 23k Coamte 3.6k cow. Hollow CMU Filled CMU PTYlaod Metal (DP_)X)ANCHOR CAP.,�„•,",�a ANCHOR CAP.,,,
N16'Elco 114"98 E1oo&W Eno 114'86 Eko 410 Steel 612 SleeI 012 Steel \MULLION CAP., ,,,.,,,
A.ehortype; 3118'tlk0 tmmdwn ft4•Eke Uitnson 3+78•Etao Utlreeon 114•Etao U01aon
AnohorCUpPattoma Ukroeon AoomGator Women Aggreoeta Smdw(GbjSomwtoSy Screw(05) USE THIS FORMULA TO OBTAIN THE*ANCHOR
Edge 0hlanae 011} r tZIM 1• 2.112• 3.118• r 2-11r r 2•lir r 3.1/6• r 0.46• 0.67' 0.324• CAPACITY REQUIRED•CORRESPONDING TO AN
Embedment 1 VV4• 1.314' 73#4' r 1.114• 1.114- 1.114' 1.1141 1-114" 11141 r VOW 1318' w his ACTUAL PRESSURE REQUIREMENT FOR THE
2Amhom 6$4.75•Mtn.O.C./Sto11Eald or Meet alp 7F18.IT 390 Poe 4WIts 890Ites 15441ba =Taros 2B00s 354 Itis 740Its 374IIs 6641153 948101 341 me 442103 600 me OPENING,WHEN IT IS LOWER THAN THE MULLION
4Anchom @ 1.15•MN.O.C.18tBMaM(ori104el)dy IF1g.Z{ 400 ma WA WA NtA WA 360 Me WA MIA WA WA WA 662 Me WSlbs 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Anchaa 497 MN.O.C./(Z)2ibAn9lB alwl(Fq.3y 780 Na @BOW4 1580 lbs 18s01bs 61011* 660115* WA 7801bs T4B O* BHO res 1992 @s w2 u* 0051bs tt201WMULLION.I7 WILL YIELDAMINIMUM ANCHOR
3 Anohoo 0 O.W Mtn.O.C.t LI-ft Nto.iWA00n. ill 4j WA WA WA NIA WA WA NIA MIA WA WA WA WA WA 050 Um CAPACITY WHICH MAY BE USED TO QUALIFY
AWWf F•alp(Fig.6} 105169 2251a MSIOe e22lbs 135 the 140 me lilies 3700s 107160 932we473100 7#6 We 221 Ibe 280 Os ADDITIONAL ANCHOR OPTIONS FROM THE
2408* WA WA WA wA 190204 WA NTA WA WA WA 34Stoe 44ZtW 6868* ANCHORCAPAGiTY7ABLE. pRODUCCR81RS6D
m complying with dto Fluids
BOiidbtg Code CfI.{8.0
FIGURE I: FIGURE2: _ 12�. Accu,.% M � -4
TABLE NOTES: fixplralion Dat�2�
1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION Brir
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. M �a6S J
Illi
FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3.26U" `` `a��4YNN
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE ;a,. 4SGEN.Sfi'•., r
CLIP MUST SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS V.-
1,2W
'r '•, �i4 !,
i SHOWN ON SHEETS 21 FIGURES SO
BE USED T -23. UHW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ;: No.56705
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 801 SPECIFICATIONS.HOLLOW AND
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 600.WOOD SHALL 4J U�
FIGURE4: FIGURES: FIGURE B: .100` :„O j.
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE " G
• 0063.76 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND %�0 -, S'A!'t'F wU
.045°THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126'THICK MID A36.ALL
• HL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, 1.25'X 3.26•X.100
#10 ANCHORS INTO WOOD MAY BE STEEL,I S,8 SS.OR 410 S.S. MULLION
• A LS NN,7y11LL9li,P.E.
FL P.E.#50705
TABLE100. �
Mullion CaPadty Te41e(ihaRta)
Openittg YBdth(forveRtca"pemtlngmLCoss)orOpening ft$W(forholzods6ysparmW mdticr
solo 601n 7014 80 in I 70 F 100 In 120 F 140 F 1601n u
Ract olr Tr
1.26X325 S{Yniarsg. RMan@dar TroA70iaryl. Retlangoter TapTdanp. RatlMWtnt Trayfdmg. RMa dor 7ropJniang. Red..aiar Trap+fdarg. Ratzangalar Trapmdan9. Radangalar TraPtTdnn9. Rottrn9otoI Trapmian@. lid
X.624 1.9409 Lolling Loading Lo.&o Load' Loa R
409 dF9 Loadog Loading Loading Loading LeadFg LoedFg Loafing Loodm9 LoadF9 LoodF9 Loading Loading pY a
Alum.Tube T! Re �_ - ' I �. re � � E B '� -' t 'n" Z reMumu" eA a §
4214 170-01 620 170.0 435 170.0 744 170.0 418 110.0 568 170.0 Sa6 1700 992 1700 619 170.0 1116 570.0 621 170.0 1240 1790 621 170.0 1468 170.0 621 170.0 1735 1700 521 1700. 1983 1700 621
40 in 170.0 708 170.0 524 170.0 850 170.0 S64 170,0 892 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 1700 1417 110.0 600 170.0 1700 110.0 680 189.7 1979 170.0 680 148.6 1979 170.0 600
50.626 in 170.0 747 170,0 60 170.0 096 170,0 631 170.0 1046 110.0 684 1700 1195 170.0 723 176,0 1346 170.0 747 170,0 1494 170.0 769 170.0 1793 170.6 766 1525 1671 170.0 766 1316 1677 110.0 766 Q'8 Cin
641n 170.0 197 170.0 612 1M0 956 170,0 Sot 170.0 1116 170.0 754 170.0 1275 170.0 BW 170.0 1134 170.0 1131 170.0 1594 1100 858 166.4 1169 170.0 861 134,1 1769 170,0 861 117.3 1769 170.0 061 LU O
601n 170.0 885 170.0 701 170.0 1063 170.0 797 170,0 1240 1711.0 876 170.0 1117 170.0 944 161.1 1611 170.0 996 146.0 1511 110.0 1033 120,8 1611 1700. IOU 1016 1611 170.0 11063 90,6 1611 170.0 1063 F co
63 in 110.0 930 170.0 746 570.0 1116 1X•0 060 170.0 1302 170.0 940 166.6 1370 170.6 IO1S 1392 1370 170,0 1076 1252 1310 164.0 1062 104.4 1370 165.9 1972 69.6 1370 165.3 1070 782 1310 166.3 1970
661n 170.0 974 170.0 709 170.0 1169 170.0 903 155.6 1248 770.0 1002 1362 1240 168,6 1013 121.1 Mir 147,1 1000 108.9 1248 139.0 989 90.5 1249 130.4 978 710 1248 129,0 976 6a,1 1246 12910 976
to y
,•t Min 767.E 1049 1700 BTB 779.0 1048 tS0.2 892 t19.9 1049 132.1 873 1040. 1049 119.1 660 932 1040 109.7 848 83.9 1049 102.7 538 69.9 10{9 47.3 8?3 4448 1049 957 820 62A 1049 91.1 820 J
3 707a 142.7 941 144,! 82Y 119.9 447 1260. 805 101.9 841 115.2 191 942 941 146.0 777 79.3 941 4147 766 77.4 4!1 86.5 757 6946 941 77.6, 744 61.0 941 74.0 731 44,6 941 73.3 736
m 333 Z
rem 172.tl 841 1370 153 110.0 894 118.9 787 943 891 102.4 163 52.6 894 91.9 740 77.9 894 84,1 730 66.0 894 70,3 701 65.0 894 70.7 707 47.1 894 67.0 701 41.3 194 61.1 695 .x R1 ate-
901n 85,4 Stt 08.7 39S 75.6 171 74.9 685 61.4 671 83.3 575 $3.7 871 38.2 558 47.7 671 $2.9 bd8 43.4 671 48.8 fist 378 871 43.5 639 36.7 671 39.7 531 26.9 671 37,9 628 ONp Q N O
4614 70.0 690 72.8 627 69.0 No 61A 515 60.6 690 614 609 440 590 41,6 602 399 690 430 494 36.4 640 39.6 488 29.5 690 34.7 477 25.3 690 31.6 469 221 590 29.6 464 Q X �W O
1081n 49.7 466 50.5 421 41A 466 42.8 414 35.6 466 gi 31.1466 32.9 402 27.6 456 29,7 398 24.9 466 27.1 391 20.7 466 23.6 382 51.546619.6 310!tl la 45,@ Ott {8J 400 382 441 ]43 393 32.7 441 26ff 441 302 382 26.4 145 27.2 376 22.8 441 24.9 370 18.1 441 216 363 t6A 441 19.3 356 149 707 17,0 3511201n 36.3 370 369 344 302 370 31.0 339 25.9 ]15 22.7 370 23,7 324 20.1 S78 213 726 18.1 378 14.5 321 15.1 378 16.7 ]14 x
7d{in21.0 262 21.2 242 17.6 202 17,8 239 15.0 261 r ¢ a O
z
TABLE 108 D �"
AncherCopsdty Table(lbs) ANCHOR CAPACITY ADJUSTMENT FORMULAt %0
ANCHOR CAP.. .� � -i
Subeaata 2.7k wncrde 36k Colt. HOOM CMU FMMM MU PTWacd Mdal (DP.)X( ).ANCHOR CAP.,,,
HI6•ENe Va'38Beo 6X6'Fx0 174•SSEIco 014Sted et2She1 012 Steel MULUONCAP.,,,,-
AnehorCOpP11ttems 3'i6•EIcOtAitatm v4•EkoU0t3cm UOmton 3ftestoUgtam VPEicaU6raeon �getBdor USracm A9g15Gder Strew(W)Screw 05) Strew(GIS) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edip dsialce¢n r 24021 i• 24tz Sve• T 2-v2 1• z-vz z sus• z oae• 0.64• oa2A• CAPACITY REQUIRED'CORRESPONDING TO AN
Emeednent n 147a• Ism• 1414' 1414• 2 1-v4• R-1 1-u4• 1-v4' t'4' 1-v4• r 1s'e• 1-yer lades ACTUAL PRESSURE REQUIREMENT FOR THE
2Anctni3{'0478'X14 O.C.lSfa40aN ora0Sr4Clp(7417 3900.0 39065 458105 BB085 16411s 270I0S 283 ms 356153 MOMS 37413 664 US on Me 31=WA2W
6026 OPENING,WHEN IT IS LOWER THAN THE MULLION
a gncnQs®11.16'Min a.c l 61404040(or aael)G07lrTo 27 dB0 406 looms NIA wa WA WA 9Bo 1a wa w0. WA wa wa 68529 CAPACITY(FROM THE TABLE)OF THE SELECTED
4ATc1an3�1s•Mm,oc./p.)2e6Afol5c7p3e gak 7W M3 759 as 6W ms 14mma 1e�Bm3 64010 ow IM NIA 7b01ao 748 Me eeodm 1Bo2m9 69E. 12oBa MULLION.IT WILLYIEIDAMINIMUMANCHOR
9Al7:hxs®0,64•M1.O,C.IV4:iip,FtD.100'Abm. k147 NIA WA NIA WA NIA NIA WA NIA WA NO WA tUA W its CAPACITY WHICH MAY BE USED TO QUALIFY
1 Anthorl MOP Mg.4 196 ms 19,7115 22515 446 on 822 Its 13516 140 Me 177403 970165 15713 937170 479160 S7260140 ADDITIONAL ANCHOR OPTIONS FROM THE
2Nidw@1.15•Mtn O.CJF I; 24098 350 Re N7A WA NIA NIA 146 ins NIA w0. N7A WA WA 31660@3 ANCHOR CAPACITY TABLE, PRODUCT REVISED
m complying with dm Rod&
tlugdurg Coda
_ Acctplmco No Ste"la2t�►a.6
FIGURE 1., FIGURE 2: TABLE NOTES: 1,260' Ex i���{onl3afe- tQ�)
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION By�
ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 704 Dade
1..11117ff
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. y�� N{L. (.)� A
RE -
FIGU3 ` q ee
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3,260" :'ytpENSfi .• ���
i . . CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ;t r
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. %y No,50705
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND C
FIGURE 4: FIGURE 5: FIGURES: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90.WOOD SHALL 8 4' $
• BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE Tti
6083-T6 AND BE A MINIMUM OF,70D"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND '. ic�c',,.I:(0f21ap,.
• * .045"THICK(18 GAUGE).STRUCTURAL STEEL TO HE AT LEAST.125'THICK AND A36.ALL �i S rQri1'.......''f�1'�r
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.26'X 3.251 X.624 '�i1(a)j J��•, t`,�`
#10 ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR 410 S.S. MULLIONA l{HIVIMILR.P.E.
FL P.E.#68705
TABLE 114 a
Mu81on Capacity Table pbXRl7j
OpeninglMdth(Corveltllaly-spataftr Olons)or0p6n7ngHaight(brhodzantolgtspanningmWons) Zig
bo In Coin 70 in gO In 90 in to In 120 In 140in 160 in 107
116X394 Rutaagd. Ttapirdang. RacfargAv Tapffien". Redangdn T-wriong. RaCae.gu)x Tropmd"g,
Rectanpidar TaapA'dang, Roda+gdar Tword". Rule�du liowlieng. RedanBator TaVOIaig. Reciangno IWril"S. b 4
x•624 Loading Loading Leadig Loading Loading Leading Loafing Loading loading Loafing Loading Load'ag Loading Loafing Loodig Loading Lodin
ag Loading Y
Alum.Tubs '� ... 'L •�'.. i` ,. �'• •� •�.. E •8.., .g $., 'H •�` .. .. IS .. � �`.. -f -t S.-,
Mulllon �, a s a� ss�. �• •& e• �. � �. s �� c e�. �•� e� �, a• �� a s a� ��. N
n' S v Ca v v v v u 0 ve v v o v v u v ue v Civ o v v v is v C2 v v v
Imo
421. 170.0 527 170.0 435 170.0 744 IND 479 170.0 WMA 170.0 505 170.0 992 t70.0 610 170.0 1116 170.0 621 110.0 IND 170.0 621 1109 1488 110.0 621 178.0 1735 170.0 521 170.0 1883 170.0 621
401n 110.0 709 170,0 524 ilOO 850 170.0 504 170.0 902 170.0 530 170.0 1133 170.0 661 1700 1276 170.0 671 170.0 1417 tIMD 680 170.0 1700 170.0 600 170.0 1983 170.0 Epp 170.0 2267 110.0 600 _
60525 fn 170.0 741 .00.0 60 170.0 898 Sm.O 031 170.0 1046 170.0 084 170.0 iiM 170.0 M3 170.0 1346 1700 741 170.0 1495 170.0 TW 1700 11793 170.0 756 170,0 2092 170.0 756 170.0 23S1 170.0 766 ,� Q"� f)
611. 170.0 797 1700 612 170.0 956 170.0 691 170.0 1116 170.0 761 110.0 1276 170.0BOJ 170.0 1434 170.0 077 170.0 1591 170.0 050 170.0 1913 110.0 661 170.0 2231 110.0 861 160.2 2403 110.0 pill m 0 0
601n 170.0 805 170.0 701 170A 1063 170.0 787 110.0 1210 170.0 070 170.0 1411 1709 944 170.0 1594 IWO 996 1704 1771 170.0 1033 170.0 2125 170.0 1063 1193 2163 170A 1063 1292 2163 110.0 1063 :
631n 170.0 930 170.0 746 WILD 1119 170.0 E
04 1302 170.0 940 170.0 1400 170.0 1015 170.0 1673 170.0 1076 170.0 1869 110.0 1122 156.9 2060 t70.0 1169 1344 2050 170.0 1171 117.7 2060 170.0 1171 g
661n 170.0 971 170.0 769 1700 1169 170.0 0.0 1364 170.0 1002 170.0 1650 110.0 1096 110.0 1753 170.0 1165 170.0 IWO 170.0 1210 143.0 1966 170.0 1276 122.6 1966 170.0 1286 107.2 1966 1704 1286 i �•
J Min 170.0 106] 170,0 070 170.6 1275 170.0 6.0 1188 170.0 1726 170.0 1700 110.0 1228 154.1 1734 110.0 1315 136.7 1770 169.8 1386 116.6 1734 1659 13G 99.1 5734 160.0 1352 86.1 1737 130.2 1352
,g 761n 170.0 1122 170.0 937 170.0 1346 170.0 S 1566 110.0 1209 147A 1566 166.2 1285 131.1 1656 166.6 1265 1179 1666 141.3 1261 983 1656 128.3 1229 841 1558 1223 UW 73.1 1666 121.2 1216 �
18 In 170.0 1151 170.0 967 170.0 1381 170,0 5.9 14T7 169.3 1246 136A 1477 162.0 1224 1211 1471 139.1 1205 109.1 1477 129.6 1191 90.9 1477 116.9 1169 P.9 1471 110.9 1169 08.2 1477 109.3 1164 r d•
901. 1420 1110 148.5 986 716.0 5/50 123.9 1.6 1110 SOT9 9b! 989 7110 98.3 93b 78.9 1110 67.6 922 71.0 1110 01.7 976 591 /716 Tt9 891 60.7 1110 65.6 878 44.4 1110 82-7 870
Q Q7 O
96 in 117,0 916 120.9 072 97.6 97b 101.5 .6 976 89.7 eat 771 976 70.6 829 66.0 976 71.2 917 60.5 976 N.1 887 48.0 976 67.4 799 11.8 970 629 776 76.8 916 45.3 767 H X z
100 In 82.2 775 81.0 690 60.b 771 70.7 .7 >71 61.7 871 614 771 61.3 661 16.1 771 100 Bb5 41.1 771 41.9 517 71.7 771 39.9 832 29.4 771 7b.0 621 26.7 711 32.4 812
!1!m 75.7 734 77.3 661 63.2 730 654 .1 730 689 640 47.3 730 49.9 631 42.1 730 46.0 022 37.9 730 41.1 514 31.6 138 359 609 27.0 730 31.9 US 23.7 730 295 691 (jam M 6
1201. 69.9 624 elA 589 19.0 624 01.2 20 624 41.7 652 37.6 624 39.2 614 373 621 35,3 677 30.0 824 32.2 631 26.0 624 27.7 614 2fA 821 21.6 589 10.7 624 22.6 601 ,K1441. 34.7 433 35.1 400 20.9 433 29A 4.8 433 274 390 21.7 433 1 714 1 385 1 1199 1 433 20.0 3$T 17.3 433 18.2 376
Q +C4- Q O
CO TABLE 118 m0.sA
AnahorCepeclty Teb)e this) ANCHOR CAPACITY ADJUSTMENT FORMULA: m(:
�
Substrate 2,iXCotkade 161(Canc. NWdBQAU FlOedcMU arWoop Mdal (DP,)X(ANCHOR CAP.,,-,,,,,,=ANCHOR CAP.,,,
t716'Elco 1WSS Eta 5±t5'Elto 1N'SSBW #1O31td 81281W 412 Steil MULUON CAP.,,",,,,,,
AnchorCllpPattems AKI-W p# 3i6'BCD U1113CM 114'Ekouscown unnuon We'Bcauumon V4•EkoLINWAn Ag¢ef3doa beaacen Aggnx4r[or Sciew(G4)Suew(05) Screw(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR
osterce n1 t• 2-1rx 1" 2411 3a4r Y 2-112' 1* 1 2-Ur r atm r 0.46• 0.54• 0.024• CAPACITY REQUIRED°CORRESPONDING TO AN
Emlre0eol n 144 1-741 1-314' Sad" r 1.14' 1-14' 1.14" 1.14' 1.14' 1.14' r I- 1481 vales ACTUAL PRESSURE REQUIREMENT FOR THE
A0c"Q 176'Min 0.411 Smidarder Cuig7g It =1115 sin 99 450Ibs 09029 isMM1 9009 280100 Du 74010-3 37402 66d 115 Bail g5 341m5 44220 56085 OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchors 1.16'Min O.0.a 8laMaid(or O"MI)Cpp g2): 48005 700 pe NIA WA WA WA DOD" NIA I WA NIA WA WA 6820$ 806 is 112006 CAPACITY(FROM THE TABLE)OF THE SELECTED
4AMhM Off M0.0.0.1(2)216 Argo C"I f1g..4 78805 70029 6906,9 1060 aro 1896 m5 54002 56020 WA 760 mil 74805 BB0lto 189205 602 m9 885 be 1120MG MULLION.IT WILL YIELD A MINIMUM ANCHOR
4Arcinm®0.64•Mtn.O.C.I U•Cnp,into.100'Alum(Fig.4 NIA WA NM WA NIA NIA WA NIA WA NIA WA WA WAWA 7267 toe CAPACITY WHiCH MAY BE USED TO QUALIFY
i Aathor7 KID(Ha a 196 ms 10520 22506 44585 8221b5 135 Do 14000 177705 Blame 18705 33226 1 47305 vo an1 221 tin 29024 ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anci5n f•79'MIn 0.0)F 24005 360b N#t WA N/p NW 1908- N/A WA NTA WA WA 311 OS 442 the 6600-3 ANCHOR CAPACITY TABLE, pRaaDucT RBVISBD
as complylnb with the Ploct6g
FIGURE I: FIGURE 2: 1.260" Bu1tdMance�_
Ault 1fa.G21$.O
TABLE NOTES: 0x8179 w Date Q,Lt2)
• • • --- • 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION DY
ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Mi Dade Pmdac4
SU lilll/
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3: �ANGLE 3)MULLION AND MULLION CLiPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94'
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONSCUP
'
BE USED MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, r No.S7)706 ?
IN PAIRS.
4)SUBSTRATES.CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND />j r
FIGURE 4: FIGURE 6: FIGURER GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL )
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN Be OF 0.55,ALUMINUM SHALL BE RTA•E 0tl:
• ee 6063-Til AND BEA MINIMUM OF.10D"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 6241
�w
• • 045'THICK(18 GAUGE}.STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND ASO.ALL %/
t
• ANCHORS INTO METAL$HALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 77?k ON.
• #10 9#12 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 4i0 S.S. i.25'X 3.04'X.624' A.by 14 MILLER,P.E.
MULLION FL P.E.#68706
TABLE 14A ®�n �
Munson capacity Table Ib@fllt
OpenlnBWldth(for lerUcaly,spamingmUtlom)orOpenlnpHolBM(forladmMeOy-spaMrgmullions) C Q
6eln 6010 701n 6o In 901n i00M 1201n 140 In 1601n LLO
RedagdU I TMOTeme Redangetet InowTomm Rectwww Tm#T6a4 RYclsal; v Tn*T tg [R-
r4
trgufar Tto4Y". RectomoW Tmp7dmV Reaterodar Tn1lvTdang. Redorhpdor Tm#Temp. Ro*nllolar TrWmwg. � a
1.26"x2.11" Loading L"ft L-ft Lwft Looft Loodlre Loaning Lw4uv 'Im 1,40ag LoadhV Loadtnfy tn0dire Loodlrrg Leaft �aadtng Loedirg loom14p
Tube MUH
15 1 - 11114211 z .gym
421a 1442 523 167.0 425 120.2 528 14&8 419 103.0 626 130.9 414 90.1 628 134.6 411 626 134.1 411 721 We 130.1 411 00.1 629 134.1 411 51.5 628 134.1 411 4&1 626 1341 411 0
481n 9&6 403 10&0 333 80.6 403 84.7 326 890 407 BBA 320 4M 61.4 317 403 79.1 316 4&3 403 7&0t21,11.
403 70.6 314 34.0 403 7&0 3t4 302 4M 70.8 314
N72
82.3 362 ate 861 6&6 362 793 294 58.8 362 71.9 289 382 972 285 45.7 362 Ste 284 41.2 362 63.6 361 d36 283 29.4 362 Me 283 2&7 322 83.8 283
v
67.5 318 74,1 267 6&8 318 94.2 2111 4&8 316 67.7 258 318 635 263 37.7 318 50.5 250 310 310 49.6 318 49.1 248 24.2 319 4&1 248 21.2 316 49.1 248 L p �
gY
60 In49A 256 631 218 41.2 266 46.7 214 35.3 268 40.1 210 258 37.2 207 27.5 258 34.9 204 24.7 288 33A 258 322 201 11.7 25S 322 201 t&5 258 32.2 201 to cl
72W 35.8 234 3&i 195 3@6 234 34.7 1g2 234 31.8 189 2A7 234 WA SeB 21,41 234 2&0 234 28.6 183 1&3 234 28.8 183 1&4 234 2a6 103 yI --t37. 213 3&4 183 31.0 213 337 179 26.5 213 29.6 176 213 27.0 i73 20.6 213 25,1 170 18.6 213 237 213 21.2 167 13.3 213 220 108 11.0 213 22.0 166 Z �.
R8.8 178 301 166 22.9 1T9 268 162 20A 178 27.6 t49 47.9 178 20.3 147 16.9 In 18.7 14624.3 191 2&4 140 2&3 161 21.6 137 17.4 161 19.0 1381&2 181 17.0 133
225 161 23.5 qM 1&8 162 1&9 131 tfll 152 17,6 126 �' V'
TABLE 14B
ANCHOR CAPACITY ADJUSTMENT FORMULA:
AnchorCepe Table Obey X aL�i c
ANCHOR CAP-
,,, N o •e
eoesuat 27RtJmtrefe 3.SCCarc. HogOhTCMu elgedcMu PTWoaO Meta (DP,)X( ANCHORCAP.- to
`MULLION CAP.:,_
AP., ,_
1M•s9 Ek0 MIS,Eke 1/4.39 Eko atO51ce1 ef231ee1 61281w1 to
Anda w- YlVEkSUatMM ifd•Elco i
at37is'Elcoult eon Im.EkoutOaten cm
AnchorClipPetteme A97OWW MUM Agat49xor RMN(v5)SCHM(@Sy st"(@6) USE THIS FORMULA TO OBTAIN THE'ANCHOR 0: x X S
E1p mtomeft 1• 2712 t Lw
t• 21rY t 217Y r 3-v8" 7 0Air 0.54• 0.324- CAPACITY REQUIRED'CORRESPONDING TO AN r t0 N
Emaeaned tato• 1;u4• 14W t 174• INTO' tats tars• 1arr 1-ve r I-aw ta+9• vales ACTUAL PRESSURE REQUIREMENT FOR THE
4akmn�3M91o.c.1R)21sar�ec�srlF 76oIm 7a71os s6olrm sa0wo seams wa 7wros Taenia eeo9e 1 ms sews s pa t4 ms OPENING,WHEN IT IS LOWER THAN THE MULLION d Z O O
CAPACITY(FROM THE TABLE)OF THE SELECTED 0 s0
MULLION.IT WILL YIELD MINIMUM ANCHOR � �
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, t+ 1.28$" -I :•RP.DUCP REVISED
os compl7Glg with Ow Fl%ida
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Building Cada
FIGURE 1: A..,..a4l49�t'ot1"li8•o.9
SIM AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Expaattyn QD$)
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 Dade
ANGLE CLIP MUST BE USED IN PAIRS. 126' 111 t 1 1 I r i
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT FILLED
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED p �� O��.. •••..•,
YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 9783-TS AND BE A MINIMUM OF.126"
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046•THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT 1.26'X 2.11'X.126*MULLION
LEAST.125'THICK AND ASS.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) =tir': No.58705
THE MATERIAL.#10$012 ANCHORS INTO WOOD MAY BE STEEL,18$S.S.OR 410 S.S.
r r.tr
` svm:ol:
•.k�........'aCiti
"s .4
A.LINNINULEart P.E.
FL 13.EA58706
TABLE 154
MufUon Capacity Table ftiode ® �'
Opening Width(farveiteaU1-spat#trgmentons)orOPon)n9Haight(for MfiTorda*sparrirgminions) C �+
301n 80In 701n Bain Win login 1201n 140 In 16011 Q p
Rectan94ar Tre"arg. Recta.ular TraWlIfang. Reelanpeiar 716pr81wg. Reoem"t wilmda.. Redan tdar trey ano. Reetangder Tmwta.. Reetanguter lten'ttia.. Recleng4ar 7tapRtteag. Retfeng W TrWideng. a
3.26130 lAadmg Wading Loading Loading Loading Wading loading loading Wading Wading L.... Loading Loading Wading Loading $Leading Leading Load. '# w
DEG,AL 5
BAYMULL
Eel
5 EsAl I 11 1 1112142 11 0 ga
42 1n 1700 620 570.0 435 1704 744 1740 {7{ 170.0 886 STa.O 608 170.4 BBT fl0.0 558 1740 1118 170.0 62! 570.0 1240 170.4 825 170.0 1488 170.0 671 1704 5736 570.0 621 140.1 5740 170.0 521
461n 170.0 708 170.0 624 170.0 460 170.0 684 170.0 092 170.0 630 170.0 1133 170.0 fiat 170.0 1275 170.0 GT7 170.0 1477 170.0 860 1522 1622 170.0 680 130.5 1522 170.0 884 114,2 1622 170.0 080 CO)
50.82611 170,0 747 170A 503 170.0 888 170.0 GM 170.0 1046 170.0 654 1704 1105 170.0 723 170.0 1345 170.0 747 584.2 1443 7749 756 1360 1443 178.0 756 117.3 1443 170,0 758 1020 1443 170.0 766 � O� p
64 In 570,0 7HT 170.0 612 STAB 968 170.0 Bill 170.0 1156 570.0 764 1704 1276 1704 803 180.4 1351 170.0 637 144.3 1353 170.0 868 120.3 S39 174.0 Bat 103.5 1383 170.0 68M1 902 i3S:7 570.0 861 W to r
601n 170.0 805 170.0 70t 170.0 1403 170.0 707 167.0 1216 TT0.0 876 148.1 12t8 110.0 044 129.9 1218 150.6 08 110.9 1210 152.1 824 VA 1218 148.1 913 53.5 1218 t48,1 913 73.1 1218 148.1 013 ,14-•7 m �
0311 170.0 830 770.0 745 170.0 ilia 170.0 660 1502 1150 188,9 933 1311A 1160 153.0 014 118.6 1150 141.9 89B 105.1 ti60 134.2 806 87.0 1150 126.7 6T1 75,t i550 128.2 870 65.7 1160 126.2 670
Bob 170.0 974 170.0 788 152.4 1048 165.8 081 130.8 1048 548,6 864 114.3 1046 133.1 650 I t9 1048 123.4 838 01.4 1048 St68 SW 782 1048 109.4 a2f 65.3 1046 1062 018 57.7 igig 100.2 818
72]a 144.9 660 147.8 794 1174 680 1240 748 100.8 860 110.0 734 JKI100.0 722 782 000 82.0 712 704 BBO 88.2 703 647 080 78.2 693 60.3 880 746 689 44,0 880 784 600 Z
78 M [41.1
790 125,1 680 89.11 780 108.4 078 65.5 700 03,3 663 03.0 652 665 700 78,0 643 59.9 780 71.7 036 49.8 700 65.f 624 42.8 760 62.1 678 37.4 700 81.6 BIT
o � d
7614 750 116.6 667 82.3 760 H6t 844 7At 750 65.9 832 77,1 82f 61b 760 70.9 612 654 760 88.7 605 40.2 754 69.4 694 348 750 662 588 344 750 616 663
901n 463 74A 500 80.1 663 62.8 491 51.6 6M 64.0 463 46.9 415 40.1 663 44.4 468 38.1 563 40.0 402 30.0 663 36.2 452 25.8 683 33,3 445 225 663 35.0 442Ba In 466 81,1 413 40.1{ 495 61.5 436 42.4 495 Mb 427 38.9 421 33.0 486 36.1 415 28,7 405 33.2 409 24,0 495 28.5 400 21.2 405 266 304 1&0 495 25.0 390 r13 t�3,)10411 Sgt 42.6 363 34.8 391 36.9 3{5 20.8 395 35.7 342 2T,$ 337 232 391 249 333 20.9 301 72.6 326 17.4 397 18.7 321 144 391 17.8 316 Ix L111tri 3. 382 335 32.0 370 33.0 330 27.5 370 284 326 26.3 320 21.4 370 22.8 318 18.2 37tl 206 312 16.0 370 18.1 305 LY q N12011269 25.3 317 260 284 21.7 317 22.5 280 199 278 T6B 317 174 273 f~j G3 Q `s4 7j
S44 m 220 174 203 a M Z y
� raO goAS E15B AgchorCa 391 Tebte bolANCHOR CAPACITY ADJUSTMENT FORMULA: - •o
ANCHOR CAP.,,„,,,,,
Bub-lmte 27k Concrete 3.511 Com. ltoxbw CMU Flee CMU PT wood Melel (OP,,,)X{ )aANCHOR CAP.,°,
6118•EtM il4•BSElco SfIVEloo fWSSEko #tO8lcof 072steM #t28teffi MULLiONCAP.�,_
AnehotCUp Pattenl4 AmMr7yp: 3116 Elea Ullreoon IWElan uO aeon Ultraaon 3116"Elea Ulkwon 114•Elco llluaoan Awletla or Vareean AW.Getot 8cmw(G5)0omw(05) screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Edge 0lafance ft i• 2466 T' T•tR' 3.ir9` r 2.1ir t' 2.17r r 3-4x8' 2' 046° 0,64° 8.324• CAPACITY REQUIRED°CORRESPONDING TO AN
Embedment x 1414' faro^ 1.9rP 1.3rP Y 1.114• 1.114" 1-v4' 1-1P 1.114• 1411 r talo' 1.318' wde4 ACTUAL PRESSURE REQUIREMENT FOR THE
zAmMn�G 2 O.C,7Q'245A.b "1(Fig.t 39ofM 390[be 450 Me 890IW 17ootba 2To lea 280 fell 3541bs 74003 374101 TWW 948 ft 341 Ws 447 tb- 6844 Pos OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Arohao.%Mln.N I2)2x6 Am;b Alps i fflg,2x 780 0a 780163 790150 t6701W 2M Ills 640 Ib- 660150 WA 1120150 7481b- 0801 W 189211- 692150 a8616e 7520 @e CAPACITY(FROM THE TABLE)OF THE SELECTED
8 Amhara d627P Mia.0.0,1(2)246 Angio 131031 la.3x 11209A 5520150 MM* 2246150 2254150 NIA 840 iW NIA Ion let
194 l3�iW w8. 192zwa 7327 ms 7W0ms MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE, PRODUCT REVISED
FIGURE 1: a1'on
"ptyinb with th5 FIDft
TABLE NOTES: Ba)fdleg Coda
Ace-prance No 16-CY2i8.p�
• • t)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. )rat aG Date I,�7,!
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
By
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, 141 °1"mthca4
FIGURE 2: t f f n l l l l r
3)MULLION AND MULLION CLIPS SHOWN ARE NOT IM SCALE.FOR STRIEXACT DIMENSIONS,SEE SHEETS 27-23. t2b° �J� r\(LYNN•m •41141
o o t HOLES TO BE DRILLED iN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. ° �` . tiC61dSt,- nr
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. y,t
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.2`'0' ho,58705 _
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•80.WOOD SHALL BE PRESSURE-TREATED --
a a YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 6063•T5 AND BEA MINIMUM OF.126° rj{°' G j 1 ' (Y'-
41 :
THICK.STEEL STUDS TO BEA MiNIMUM GRADE 33AND.046"THICK(16 GAUGE).STRUCTURAL STEEL TO BE AT 30•BAY N J-r� �U
LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION '?� $'rAYS OF
• THE MATERIAL.#10 ANCHORS INTO WOOD MAY BESTEEL.18-8 S.S.OR 410 S.S. ',..ALOR70P
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. ytiSl()0G 0
A•LYNN MIL'A,P.E.
FL P.E.#58705
TABLE 164
Mullion CapeattY T9bta beW
Opanl VYldth(forwnica*Spemrgmt#ions)orOp9ningHatght(forhod2oldo*spamrgmunons)
So In 60 In 701n so in 901n 1001n 120 In 140M 1s01n n o
RBctan9lder TrapTdmg. Trapt6tan9- R4tim18dm '11,6111111-4- --w- Tt9ATdan9. Rath TraA`Olag- #UctanWer TfeNldsMR t2ettan0utar TrepfTdatg. Redd ldal Tmp mw4 Rettagubr uvmeng•
0.26"46 tmdlg LwAno Loadno Lowing LoatOg loadn9 Loadnp LM&O Lowwo Loadng Lowing Laadng Loading Laadtng Loafing Waring ulft Loafing PY
DYMULMAL ^ ^ S
BAY MULL � °� �^ � �'^ �
91 211 it 11 111.1- I i 1 o ML
4201 170.0 M 170.0 435 170.0744 170.0 418 170.0 588 170.0 500 170.0 092 170.0 510 170.0 II18 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 178.0 1735 170.0 621 t60.3 1071 170.0 621
481n 170.0 708 170.0 624 170,0 850 1711.0 554 170.0 get 170.0 630 170.0 1133 170.0 001 170.0 1275 170.0 077 170.0 1417 INA 880 163,7 1637 170.0 860 140.3 1071 170.0 680 122.6 1037 170.0 880
60.825tn 170.0 741 170.0 563 170.0 080 170.0 831 1700 1048 470.0 684 170.0 1196 170.0 723 17x0 1345 170.0 747 170.0 1404 170.0 760 147,1 ISS2 1170.0 168 i2a.1 t652 170.0 758 140.0 1552 1740 756 o c Q
LU
641n 170.0 707 170.0 812 170.0 056 170.0 801 170.0 1116 170.0 764 170.0 1275 170.0 803 I70.0 1434 170.0 637 165.2 USS 170.0 850 128,3 1455 170.0 881 110.0 1455 170A 881 07.0 1155 170.0 661 m O 00 In 170.0 885 170,0 701 110.0 1003 170.0 707 170.0 1240 170.0 078 1514 1309 170.0 0M 139.7 13W 170.0 e08 125.7 1309 163,5 004 104,8 1309 167,1 082 88.8 1309 167.1 get 78.0' 1309 187.1 002
63 in 170.0 030 170.0 746 170.0 1116 170.0 850 1629 1247 170.0 040 142.5 1247 184,6 653 126,7 1247 152.8 06S 114.0 1247 144,3 952 85.0 1247 126.2 036 81.4 1247 135.7 035 71.3 4241 135.7 035
0891 170.0 974 170.0 789 17x0 1169 170.0 003 148A 1100 183.7 085 129.8 1100 147.9 045 i1SA i19D 135.5 828 103.01100 1244 914 88.8 1190 119.5 898 74.2 1190 118.1 893 64.0 1190 110.1 803 ^,az 'zg
72 In 181.8 1010 160.8 677 134.7 1010 144.0850 115A 1010 121.2 842 101.0 1010 114.7 828 69.8 1010 108.6 617 80.8 1010 98.0 607 07.3 1010 DOLS 705 57.1 1010 87.0 700 SOA 1010 07.7 709 '
r lain 137.4 906 143,6 702 114.5 006 122.0 775 88.1 DOS 107.1 781 85.0 008 082 749 78.3 908 602 738 68.7 906 O23 720 61.3 068 74.7 1t8 49.1 HIS 71.2 7110 42.0 098 70.6 708 � � �
2 V
:n
18 In 127.1 661 132.6 754 106.9 881 1125 738 00.0 881 S46 725 70A 081 85.5 713 706 881 81.0 703 634 001 75A 694 63.0 881 88.1 061 414 Def 04.5 678 30.7 SO 03.7 872
901n 82,7 6" 85A 674 88.0 618 72.1 684 69.1 640 62.0 654 61.7 616 50.1 546 440 040 60.9 537 41.4 048 47,0 530 34.5 840 41.6 610 285 646 38.2 511 25.0 040 30.6 607 o .o
88 to 882 580 70.1 506 all 568 59.1 499 447 558 51A 491 42.6 668 46,6 483 37.9 566 41.4 470 34.1 568 38.1 470 26.4 668 MA 459 24.3 4936 30.5 452 21A SW 28.7 447W LU
10691 474 M8 454 405 340 449 412 399 342 449 $5.7 393 tag H9 31.7 307 248 440 26.6 302 23A M0 201 371 204 M9 22.7 388 17.1 Mg 20A 301 169 449 10.9 350 W
I.In M.1 426 46.0 385 30,8 425 37.0 378 31.5 425 324 373 27.0 426 20.1 387 24.6 425 282 382 22.1 425 244 360 18.1 425 20.7 350 15.6 125 18.6 343 a W� N
1201n 34.0 3% 35.6 334 29.1 364 29.6 328 244 304 25.8 324 2t.8 384 228 317 IgA 364 20.5 313 17.6 3% IV 309 U rf} Q O
144 In 20.2 263 20A 233 tae 253 17.1 230 d •c1' z� �
TABLE 16BANCHOR CAPACITY ADJUSTMENT FORMULA:
a
AnahorCa act Table 9 ANCHOR CAP.,,,, -,
g 7
Subslml0: 2.7k Commle 3.5k Cone. HdlowCMU Fitts CMU PT Wand Metal (DPW)X t )=ANCHOR CAP,,,,"
6110'Eke 1141 68 Eke 5t15'Site 14•$8 Eteo 010 Stem 012 Steel M2 Wed MULLION CAP.,,",,,,,.,
Anchor Clip Patterns An6110rrypa 3116•Eko Uibecoll 114'EtoO Ullman ullmon 3116*Glee UOm6on• 1/4-Me Umeoon AOOmoelor U9moon Awaoslor samw(m)Somw(G5) Suew(o5) USE THIS FORMULATO OBTAIN THE'ANCHOR
Edge C(siene99nk P Mir t' 2-ire 3148• P 2-IR' Y 2.1R° r 3.18' r OAA 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN
Embedmenl8nt t•3W taro• 1 V4" l Yr4• r 1.114° 1414• 1.114• 1.114• 1-1141 1.114• r tare• I-W %odes ACTUAL PRESSURE REQUIREMENT FOR THE
2NO=6 VITAL .C.t 0.2)295An91e taps I ft 1r 384 Art 39006 45061t Sto0s 1700@6 270 fee 204 rb3 354 ft 740104 374 2006 940rds 341 Ls9 442 its NOW OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anoham 60 3S'h9a O.G I R)246 Angle tXOs 1(FfO.2k 7801.59 7801.50 700 @8 4070 7.56 25251bs 640 Im 560 ft w0. 17101.56 748156 8801.56 1802103 662 @s 085 We 120 Ins CAPACITY(FROM THE TABLE)OF THE SELECTED
6 Anthae 277°Min.QC.t12)ffi5An9b COpst 3k f1201bs 1120 rot ase lbs 22461be 22S4@s NA $40 Lbs w0. 10591ts w0. 13208s MA to22mt 1327W IgOlbs MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
FIGURE 1:
ANCHOR CAPACiTYTABLE. PitODUCC REVISED
m coLnplU wilh Yw Ftu4MM
TABLE NOTES: nuitding Coda
AC Plane9t48 iGs•tS;LI$,b.3
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, Ex be Date �Q$!
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS,
By
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. ° P!°�
3)MULLION AND MULLION CEPS SHOWN ARE NOT IM SCALE.FOR EXACT IONS S DIMENSIONS,SEE SHEETS 1-23. `���1 y tYNtV... rrjri
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 126" 45° Cpl "'�.
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �� .•'�4CCNOP''•,
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT.FRLED 3250° t: IVo.58705
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED -
• • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6053-TS AND BEA MINIMUM OF.125'
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045°THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 46°DAv %-0 "l $ yb IV I
LEAST.125"THICK AND ASS.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND !/=
MULLION u ATE OF '
• • THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. /'!•OR1DI-'11CJ~•`
{{ � �
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS.
FL P,E.#58705
- ( 1.00ir --' 1.000"
1.000" r -{ 1.000° �- �-1266•-j
.125` .125" n
125" 125" 2.750° 2.760" .125' 3.126' .125 3188` "
2.000" 2.000' ROWT,
25
2.118' cY
125"
265' ^ ca
.376' 'l• .60a.T -TT- .125' CO)
t I
PX2'XA26"MULLION 1"X2"X.37b•MULLION 1'X2.76'X,375'MULLION 1'X2.75'X.650"MULLION 1"X3d26'X,6`MULLION 1.25'X3,188"X.265•MULLION 1.26"X2.11"XA26'MULLION : x
6083-TSALUM. 6063•TOALUM. W63•T6ALUM. 6083TOALUM. 8063-76 ALUM. 6063-T6 ALUM, 6003-T6 ALUM. 2 Q'
XSECTION XSECTION XSECTION X-SECTION X•SECTION X•SECTION X•SECTION �W < o O
r-^.125" •}�{�+-,125' .126" = 0
STANDARD CLP
F 6003-T6 ALUM
2606346 ALUM.
Value n For Mullion:
LU
2.000' 806&T8 ALUM. � )
XSECTtON 2125 2,000' %SECTION A 1.625 = Z
f U•CLIP
6083-T0 ALUM. 1'X2'X.125° Q d t-•
.126` X•SECTSOH .126" B 2.654 Aluminumc 0.81J15-
1•" ,� OS b
D 0,740 Tube Mullion Z
r2 .125" E N Q }I N
740" A 1.125 B 2,404 1'X2
°X.375° a Q
6.500" Aluminum
rCE ETOF-CLI 375° 6.000" Tube Mullion U �}
.375" 3.126"---+j CREATEF-CLIp•aEE MIN. 1-- -----i O 0.635 F:
MIN. DErAf-F,8H9ETa 375•MIN. I»- D 0.490 Q 5 Q p
338"MIN. A 1.675 p �
r-------� r-------�
--------------------- 1'X2.76"°X
i I 1 I I A A 1 U•CLIP A I-----_ 9 3.000
L_______a 6063•T6ALUM. `- `•'------------------' 2X6ANBLECUP C 0.767 .376 Aluminum
TOPNEW 6063•T6 ALUM. D 1.118 Tube Mullion
STANDARD CLIP TOPVIEW
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .450 Min.
CENTER OF ANCHOR HOLE MUST LIE 60TOPV LUM CENTER OF ANCHOR DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE A 1 312
WITHIN THE DASHED BOUNDARY.SEE HOLE MUST UE ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR 1"X2.7&X
SHEETS 5.17 FOR THE ANCHOR O.C. WITHIN THE DASHED HOLE DIAMETER:ANCHOR DIAMETER+1)18•- B 3.000
DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE C 0.476 AIUm1nUm
DIAMETER:ANCHOR DIAMETER+1/10'. SHEETS 6-17 FORTHE
ANCHORO.C. TABLE B D 0,836 Tube Mullion
DISTANCE,MAXIMUM
ANCHOR HOLE PGT Pert# A 2'6 ^RODUOTxev►sBD
6.600' .375" DIAMETER:ANCHOR Mull B 2837 1°X3.125 X -complrinywith0AFtafl
.375' _-+� MIN. Mullion std.clip -tCiip U-Clip Angle Clip SW Alum Building DIAMETER+1/18", C 0.883
MIN. 1"X2"X.125'(6) 66605 668113M 6661118M 666243M 666511M D 1,137 Tube Mull Acc ptan 16-per 21
r---- -------r-----------, 1"X2"X.375"(6) 666006 666114M 6661119M 666244M 666512M A 2,625
f i 1.26°X 3.188 MinnBy
1"X 2.76"X.376"(7) 66607 688115M 6661120M 666245M 666513M B 3.262 MiDodo Produot
X.286•Alum
f X 2,76"X,650"(8) 66808 666116M 6W1121M 666246M 666514MC 0.862 Tube Mull
D I D 1.762 ��� 41'NN
i I 1 1 1°X3.126°X.600"(9) 6607M 6661116M 6661114M 685
666242M 816M �` 11�,.•••••• .(!F �i
I I I 1.26'X2,11•
f f ! z t 1.25'X3,188"X.285'(12) 86841M 6861117M 8881113M 688241M 668516M
A 1.813 .121"Alum
1.28'X2,11"X.125'(18) 69370 NIA NIA WA 666517M Tube Mull {'c; 140.687a5
1
0 OFFSET CLIP NOTES: [�•Z /i CY-.
.126` 8003.78 ALUM. ►►,,}} l b UJ
TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
.740"
2)SEE SHEETS 6-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C.DISTANCE. JAO��i4 LORI
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. A.L1
FL P. 58705
-•1 1.090' 1.006° 1.062"-1
.083' .385" .7�
.062.
082" I EI
.438' I I Sxa
4.000" •125°STANDARD CLIP
4.000' 4.000" 2.625" 24 3D" 6063-TB ALUM. I 2.125" 2.000' 2X5 ANGLE CLIP R'
'X•SECTION U•CUP 6063-T8 ALUM.
,126" SDB3•T6 ALUM. N
I I XSECTION
126" 126" .125 X•SECTION m FF
N W
031"1 .126'J 0
T1 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
,125 166"J DASHED BOUNDARY.SEE SHEETS 6-20 FOR THE j =
375' .375" ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR W. to
T �(' HOLE DIAMETER:ANCHOR DIAMETER+1116°. m 0 o O�
1'X4X.125'I 1°X4"X.376" 1 1"X4'X.376" co
MULLION MULLION 'T'-MULLION 6600" CUT HERETO 6.000" ,376° 1-- Q J
6083•T6ALUM, 0083•TOALUM. 6063-TB ALUM 376• 3.126' _CREATEF-CLIP,SEE '375° MIN, co J
X•SECTION X-SECTION XSECTION MIN DETAIL F.SHEET ? W
1.260' r-------I I r-------� .376" CENTER OF r--------- i .375' 2
ANCHOR HOLE1,250" 1.250' 1 1 I I 1 MUST E WITHIN I I MIN J 0. Z
I I I I THE DASHED
L
Q J < r
I I I I I BOUNDARY.SEE 1 1 ~~Z V Q O
I I I+ I I F SHEETS 6-20 FOR I Q Z
2.075' I --- I I I --- I
THE ANCHOR O.C. F ------ I (- m.o
I I I I XO <
3.94' I I I I I F I DISTANCE. i i N Z $ M
MAXIMUM
3.250' 3.260' I I I I ANCHOR HOLE I I Y Y
I I I I I I DIAMETER: 1 1 J lA
.169° .160' .166° LL J L_______J
ANCHOR L-------------------'--J O
------ I DIAMETER+1116'. Q
Z cA N
.100' 6 q° L STANDARD CLIP U•CLIP 2X 63-T6 ALUM �Q
8'4" _�- 6083-TB ALUM R'
CENTER OF ANCHOR HOLE MUST LIE 6083-T6 ALUM. 6063.78 ALUM. TOPVIEW
•+I .820" 1-"7 -•1 .820" F°-• -'i .82D" I+-• WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW
1.25'X3.26'X.100' 1.25"X3.25'X.624' 1.25'X394'X.624" SHEETS 6.20 FOR THE ANCHOR O.C. TABLEC TABLE C,CONT.
MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value Qn)For Mullion: Dlmenslon Value(In)]For Mullion:
DIAMETER:ANCHOR DIAMETER 1116".
8006-76 ALUM. 8005.76 ALUM. 6005.75 ALUM. 7 C4' F 1.938 1.26" 3.25'
X•SECTION XSECTION X-SECTION G 1.ODO .126' G 0.500 X.624"
5.500" H 2.880 Aluminum H 1.438 Aluminum
-3.469` 1 3,000 Tube Mullion 1 3.260 TWO Mullion
2.881" QALU. .376' .37b" F 3167 1'X4"X F 2.625 1.1.377"� .126' MIN. O 0.767 .375' O 1.126 X.624--- _______� H 2.430 Aluminum H 1,500 Aluminum 1%rOUCTREvISSDI--- I I 3.000 Tuba&"T° I 3.260 Tutee Mulllen �complying with the Fleft
IF 2.260 1.26"X3.25" F 2.813 30•Be MuflBuildingCode )fo-CY2.1$.03
G 0.750 X.100' F 2.875 45'Ba Mull Acceptance No.125' I I I H 1.600Aluminump �nG.1252.250' I I I I I I ( 3.260 Ttbe Mullion p�30" i H Mi do pre46'BAY MI I I IBLE D3.260' J I L Mu1101manaion POTPettH \\\ 4YNN A/A30•BAY MULLION 6003-TB ____--- - ----- �\ C( MA((6063•ToALUM. I X-SEC (sheep Mullion SldClip ONeelCllp U.Cllp Angle Clip � � •' ......X•SECTIONMX37.6.
126'(10) 86384 e8B111M 6881122M 888241M 888518MG OFFSET CLIP ; rp70�7 .125" 6083-TB ALUM. 375"(11) BB810 68B112M 6g61123M BBB242M 868519M,228"��--,981"� •�B"J �.BB1'� .740° TOPVIEW 6"7'(11) 88853 6g8112M 8881123M 688242M 888519M "NOTES: X,100'(13) 20160 6861127M 6681124M 6662410M 6665115M fLL1=
M 6MI126M 66024111M 6665116M
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET• X.0 4-(15) 20162 8661117M 6681126M 566241M 688517M92)SEE SHEETS 6 20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS, mo(19) 66649 WA WA WA 6665110M ' C ''• ......ree(20) 66650 WA WA WA 6685111M ��SS( �Al. .
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.LY R;A.E.
FL P.E. 58705
TABLE ® �
Mull Dimension PGT Pert#
(sheet#) Mullion Std.Clip U-Cllp Angle Clip i �+•t25• i rj f- .125° I. ,tz6• I
2°X4"X.25"(16) 06802 666261M 668271M 8665112M r 3 O
2X8"X.25'(17) 88604 686282M 686272M 8885113M I STANDARDCLIP I U-CLIP IL
6 ANGLE CLIP fi °8063.78 ALUM. 8083-TB ALUM. 083.76 ALUM.2.000' XSECTION 2.125' I XSECTION 2,000' XSECTION
NOTES: I
cm
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING I '126' I ,125' L .126• N ,m
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L O 1n
2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE I---1 460,--I
HOLE LOCATIONS. t,ggp•
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 6.600' S y
CUTHERETO 5.000' 376" IL c�
3.600' CREATE F-CLIP, Im
2.000' .376' �_SEE DETAIL F, .375" rY .375' �- MIN, = 0 ( N
MIN, r SHEET4 MIN. H In J
_ Z
r-------- ------- -------- - -- T---------------------T Z LLQ
d@ Z
4.000'
-I-- --- --I- 3.438' + 3.438" j ------ I IZ-
.250' 2'X 4"X 25" I I I ¢ C N
MULLION I I 3.438' 1 I F- Z O
6083.76 ALUM. I I I I
XSECTION I I I I I .376' N
I I L--------------------- MIN. u1 0
L_ ____-_ __�___ _______J __ -- y
� j CO N
L- STANDARD CLIP 2X5 ANGLE CLIP U Q 17
U-CLIP,6063•TBALUM. Q O
CENTER OF ANCHOR HOLE MUST LIE 6063-TOALUM. /CENT OF ANCHOR HOLE MUST LIE 8063.78 ALUM. ��r•j
.250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW SED FOR 2X ON.SHEET 1B JEWWITHIN THE DASHED BOUNDARY.SEE TOPVIEW m0 A
SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.Q. �'
DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE y ���
DIAMETER:ANCHOR DIAMETER•1116', WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER 4.1/16'.
SHEETS 5-20 FOR THEANCHOR O.C.
6.500" DISTANCE.MAXIMUM ANCHOR HOLE
CRE TE F-CU DIAMETF3t ANCHOR DIAMETER*1/18". 5.000"
2.000° 3.500'---moi CREATE F-CLIP,
.375' I SEE DETAIL F. '37s ��.376"
MIN. r-SHEET4 MIN. MIN.
.375"
----- -- ------ ------- -- -- r---------------------i
I I I I
I 1 I � I I
I I I I
r•RQL)UCT RBVISCD
I I j j m wmplyingwith dw Florida
I I I Building Code
I I I I I I A.Minww.No(6'Ozl 0.03
I I I E piralion•11we goo)
49'.260' 6.000" rC -j-- -T'- --,- 4.688' rt 5.438' -------- M1111 IFmdL�1 11I
I 6.438' I I
I I I 6,438' I I I411
i
2"X 6'X.26" I I
MULLION j I I I j 7f 11
Soil ALUM. I I I I .375° = No,56705
%SECTION MIN. ,..0•. [�(, N �( Q:
' sl E F
''•. f.OR10 .•'•
STANDARDCLIP U-CLIP 2X5 ANGLE CLIP i��t�s rP
.250' 0003.78 ALUM. 6063.78 ALUM. 6083-TB ALUM.
TOP VIEW USED FOR Y X 6'MULLION,SHEET 17 TOPWEW
TOPVIEW A.A14M1111!�R\��,P.E.
FL P.E.#58705
EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1/4•.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01-60.0 PSF. �+
NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'+32+1'=65•.REFERENCING SHEET 25,THE COLUMN USING ® N r
--- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.114'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. � G:
-SEE SEE FROM TABLE 3A,SHEET 7,THE 1"X 2.75"X,376-MULLION(LENGTH-72•,OPENING WIDTH-70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-58.3 PSF AND WOULD o °o
FENESTRATION DErETS, NOT BE SUITABLE FOR THIS APPLICATION. �2°� G07
PRODUCTS SHEETS
APPROVAL,-.
2-3 FROM TABLE 4A,SHEET 8,THE VX 2.75'X.850'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. LnLn
LENGTH 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 1n 8 m
ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. z N
O
DETALs, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL
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 z
23 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1.60.0 PSF,THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, W C3 0
NOANCHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: j co
32'—•1 MULL WIDTH 636 L83 ~ -1
--I (60 PSF) ( )-624.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B)
OPENING WIDTH 72.7 PSI
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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 ? i
DESIGN PRESSURE OF+50.0/-55.0 PSF. Z
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FOR THE VERTICAL MULLION: Q N o
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 FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318"AND WILL J l o
EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01.55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE.
FROM TABLE 3A,SHEET 7,THE 11"X 2.75'X.375"MULLION(LENGTH=108",OPENING WIDTH=80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-16.1 PSF EL
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MULL WIDTH AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. V W Q
FROM TABLE 12A,SHEET 16,THE 2'X 4'X,260'MULUON(LENGTH=108•,OPENING WIDTH=80')HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS d LL1 Z��
SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. a S� o ms.OQ,
DETAILS,
32• SEE SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36"+2=74',NOT 73"AS PREVIOUSLY
FENESTRATION 2.3
PRODUCTS ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAI AIN
APPROVAL THE 73"DIMENSION(35.1/2'+35.12+2'=73).
r 1 �- 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED
CONCRETE HEADER AND SILL ARE 8"WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE B`,CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.
VERTICAL _ �- USING THE STANDARD CLIP WITH(6)3/1B-ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1122'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND
MULLION <-SEE <-SEE
LENGTH DETAILS, DETAIL E, THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
6 SHEETS z, SHEEr3 FOR THE HORIZONTAL MULLIONS:
OPENING
HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2'X 4"X.260"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY.ANOTHER
FOR
HORIZ. MULLION TYPE COULD BE CHOSEN. PRODUCT REVISED
MU ON 7• asilding n4 - Ca Plaice
1)THE MULLION LENGTH IS 38"AND THE OPENING HEIGHT IS 32"+72'+2"=106'.REFERENCING SHEET 25,THE COLUMN USINGTRAPEZOIDAL/TRIANGULAR LOADING MAYBE puilding Colo
USED.FROM TABLE 12A,SHEET 16,THE 2-X 4"X.250`MULLION(Q LENGTH-42,OPENING HEIGHT-120')HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE Acmimmm NID 16.02)2).0.3
REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. Ellpinitim Dale '� QO$(
SEE
DErALs, 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE B' By
SHEETB 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 Muun DodalTodud
za (4)3116"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 640 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED
ANCHOR CAPACITY OF 621 LBS. \``��ON"( LYN14 M/�!'/�i�i
LJOPENING
6`,HORIZ, �436'.HORR. 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CLIP SHOWS THE ANCHORELL LENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 621 LBS.THE WIDTHFORVERTICALMULL ANCHORTYPE IS A#12 STEEL SCREW. // /`
Wo.50705 _
FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: -
+/.64.7 PSF FROM THE VERTICAL MULLION; 7-0 /IJ
+/-170.0 PSF FROM THE 38'HORIZONTAL MULLION ATTACHING TO CMU; ':;(S '•
+/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). ;()'•, 6'A E U•
THE LOWEST DESIGN PRESSURE IS+/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. %r '•.FCOft10P•.•' 0
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIG14 PRESSURE,OF MULLIONS OR FENESTRATION '�L
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 i�lIIL1111 ,P.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION, FL P.E.#68705
EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAUrRIANGULAR LOADING:
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RECTANGULAR LOADING.W / 3)SEE PRODUCTS'APPROVAL FOR "_ft.. ND.60%0:ACTUAL ANCHOR LOCATIONS.LOADING OF VERTICAL MULLIONLOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED ORANCHORED WITH INTERSECTING HORIZONTAL MULLIONS - (� STi TL•OF •�t!
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MULLION MULLION FL P.E.p 68706