HomeMy WebLinkAboutProduct Approval (3) ST. CLE COUNTY BUILDING DIVISION
R E CEll' D Jl)TJ t� ?*VIEWED FOR COMP IANC;
REVIE';3'1`D liY
MIAMI•DADE DATE �?" fd-----
PLANS Alt.O PERNUT MUS-t BE IaPI ®N 10BMIAMI-DADE COUNTY
�NO INSPECTION WILL BE MADE.PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND NOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.aovleconomv
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 `Pl�"I'' Cl ped tr ded [n m s-Mullin L.M.I.
APPROVAL DOCUMENT. Drawing N 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.
TERNMATION 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.iMisuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure
to comply with any section of this NOA shall be cause for termination and removal-of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA#14-1105.01 and consists of this page 1 and evidence pages E-1 and
E-2,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.16-02-18.03
MIAMI-DADE COUNTY Expiration Date: May 26,2021
Approval Date:April 14 2016
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 10-0819.05)
2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1
. through 25 of 25, dated 08/29/11, with revision B dated 10/10/144, 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 awz P.E.
Product Cont of 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-51h 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 ContrI E miner
NOA No. -0218.03
Expiration Date: May 26,2021
Approval Date: April 14 2016
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES:
NON-IMPACT OR LARGE AND SMALL p
MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE
FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES..........................1
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 'INSTRUCTIONS..........,.«..,_..»..««.1n
FIGURE 1: ELEVATIONS_..._„__........_«........I
2 THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2X WOOD..........,_,....,,...2
MULTIPLE OPENING WIDTH FOR VERTICAL MULL INSONSDIBE ) MULL 701X&MASONRY«........«,•2 O
MULLIONS -� � RFCTANG INSIDE HAVE BEEN TESTED AS°FREE-FLOATING”AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL
SEE DETAILS SHAPE GULAR NOT HAVE A GAP OF MORE THAN 114"FROM THE CUP. INSTAMULL O MAS NOTES....,.............2 �
A SHEETS
2 SHAPE MULL TO MASONRY.».....«.....,«««.3 04
SHEETS 2.3 MULL TO STEEL STUD.......,.».„..,„3
_ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED 70 RESIST THE W INDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL.«.....«.......«.............3 mr
DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 113 STRESS INCREASE WAS NOT USED ANCHORSPECS.....................•......3 co
/ ff LU
\ IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CLIPS„..............«..q
\\ BAY MULL INSTALLATION..............4 Q
\1 I X 2 X.125 MULL SPECS.«„«»„«»6 --1
41 PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.375 MULL SPECS...„_._..6 ^1
INSTRUCTIONS. 2
�! i1 1 X 2.76 X.375 MULL SPEC3.....,,...7cro 0)
SEE DETAILS 1 X 2.75 X.66 MULL SPECS...........8 g Z
ATHRU G: r j l I 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.500 MULL SPECS-......9 Ui t3 Q
SHEETS2.3 _ _ } _ 1 ADETAILSu ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24,FOR MULTIPLE UNITS,CONSIDER I X 4 X.126 MULL X 4 X.376 TUBE SMULL SPECS_.10
I ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES,THE LOWEST DESIGN Q
- -- sxeerSa3 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. �j
It} y I 1X4X.376'r MULL SPECS 11
!I I .1 I I ,jOPEG 1.26 X 3.188 X.20E MULL SPECS...12 a O
4ERT. HEIGHT 1.26X3.25X.100MULLSPECS«_13 Z
MULL FOR 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.624 MULL SPECS 14 Z
LENGTH HORIZONTAL 1.26X3.94X.624MULL SPECS.. IS
MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X.25 MULL SPECS...............16 O Q Z
SEE DETAIL E.
HEET3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2 X 6 X.26 MULL SPECS...,.._..«....17 ¢ to
9 11 X.125 MULL SPECS
26 X 2. ....I6 W r
AS APPROPRIATE FOR SUBSTRATE MATERIAL,DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 1.26 f-REACTIONS. 30'X 3.25 SAY MULL SPECS..... 19 Z .-
45°X 326SAY MULL SPECS__20 q• O Z
MULLION&CLIP DIMENSIONS......21.23 I-« 00 o
FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE-GATOR NOAS EXAMPLES 1&2.............................24
PRODUCTS MAY LOADING EXAMPLES...,,....,...........25 Vj
BE OFANYTYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
MAN FAACTURED CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH F!,BE Z
M
BY PGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. U w ,_
_ Z 'O O
10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ.
/SEEOETAILS
HORIZONTALA-o.G,H: 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING g -1
MULL SHEEM23 WIDTHfHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA.
LENGTH HORIZONTAL
MULL
LENGTH INSTRUCTIONS:
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS; 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIM FOR THE OPENING USING THE ASCE-7 STANDARD.
MULL xCRIZ.MULL LENGTH 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
h--oPENINo vuIDTH--••I 1'— —'1
-{
LENGTH yI- 1 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS"RECTANGULAR”OR'TRIANGULARRRAPEZOIDAL”.
(' OPE — »' •DRODUCTREVISED
HHCHf 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSlFT'}FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 24 RESPECTIVELY,USING Complying wiW YI4 Ft4tidt
F� THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE BWlding Code
OHEE61ttT LENGTH �' �oRlz. VERT, MULLION 1N CAPACITY(LBSIM)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT_(LBSIM_ FOR THE OPENING OBTAINED iN Acae lanes m
mL L I iF�r/t
5)FROM THE SAME TABLE USED INSTEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS}.TH15 VALUE Bj a rmduaO;ta
REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE METTO ATTAIN THE FULL MULLION CAPACITY.
SINGLE MULLION SINGLE MULLION .� opENINGwIDTH6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING ��I 4rrr
FOR VERrt OPENINGWIDTII ANCHOR/UBSTRATEINCHOR-CLP PATTERN MAY APPLY)SELECT AN ANCHOR YCLP P PATTERN AND VERIFY THATTHEREQUIRED ANCHOR \�\\�xONY LYNN�q�1t ,fr
--i FORVERTICAL MULL CAPACITY IS MET. �`'.�'��.- 1,\CENSE•'•.F.Q
Et'
SEE CORRESPONDING DETAILS MULTIPLE MULLIONS '.If s
l�FROM FIGURE I ABOVE. 7)IFTHE MULLION CAPACITY(LBST72)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE _� No.58705
OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA”TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS
IT
VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE O V
jSTANDARDS USED:X �O 2814 FLORIDA BUILDING CODE(FBC),5TH EDITSON 8)VERIFY THE DESIGN PRESSURE RATING(LBWFT”)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION : '•. j1•: 7G1:
*ANSIlAF&PA NDS-2012 FOR WOOD CONSTRUCTION CAPACITY(LB5IFT'j OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION,'.,,fiLORtD .•'
+ALUMINUM DESIGN MANUAL,ADW2010 PRODUCT ASSEMBLY. i S'�' .......
`a \
0AISI-SIMOVS2-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FOR A PERMIT. Ari �� I )y
FL P.E:#5S705
H
DETAILA: MULLION DETAIL B: MUwON1*0
0 o
MULLION TO 2X WOOD BUCK MULLION ATTACHED TO 1X BucKSTR P TYP.ANCHOR a
OR WOOD FRAMING AND PER SUBSTRATE, �;d
WOOD BUCK AND MASONRY ATTACHMENT SEE SEETAetES1B18B
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BYOTHERs,
SEE NOTE 1, N
I
MULLION I SHE 7, m
I I a
b i I ! !'''fit'.• -.•:•':•�'� '. LO N
! SEE SHEETS �•',..�.; ,
EEITKEIR ! I 21-23 FOR HOtE k IMIN 2,7 NSI "v � 0d CORCMU'• DISTANCE, —jTANDARD OR a I LOOATIONS II , �SEESEETABLES �a I DISTANCE ° EDCE DiSTAHCE 1&588INSTI 11 FOR WOOD .' I FOR MASONRY 1 O
.q e y ! a ANCHORS w Q
a \ SCREWS
268•MAXFOH °a I i SIDE VIEW CO Mc�•�
.. •v ALL MULLIONS d; a 2 t0 J
• a 4 °. ° a ° ' a EITFIER THE � � �
q ° Ips 4 a e•. .da CLIP MAYBE g �(�' ..
d' a a a a
dEXTERIOR INs7AUEo BYgp@.
.',p '. EDGE THISMETHOD. 5,I
o a FOR a s' ad N Q
'
MASONRY a . Q 0
f> .o THE OFFSET CCB'IS ANCHORS
a RECFOIN•F NFWdD EOFOR (� ,k(' �O �-
EXTERIOft d ..]
WINDOWS.BUT MAY a n TA •-U
ALSO BE USEO FOR q H Y
orHER ITiAME TYPES.
Z q'B O
TYP.ANCHOR TTP.ANCHOR mIt
TYP.ANCHOR PERSUBSTRATE, PERSUBSTRA7E, "3 �
PER SUBSTRATE, BEE TABLES I&188 SEE TABLES 10.165
SEETABLE8IB-16B EDC
EIENO
D18TANCEABLEBUCKSTRIP
SEE TS AND
EMBE MEM BUCKSTRIP 1B-16B TI' '' ATTACHMENT
AND
EMBEDtd=NT' ?••' %1' ';i;, 8Y OTHERS,
ATTACHMENT '.'�: .• •.i•.: SEE NOTE I,
�.'''` ',�., t'..•.i. OTHER'
SE
E NOT _ r. ,.• SHEET 1.
•,1.'� SHEETI. �� .•. t•
^ ,, '• MIN 2.7 KSI CONCRETE OR CMU
SIDE VIEW FRONT VIEW PRODUCT REVISED
as cumplylos with 08 rib"
FRONT VIEW Bultdias CO&
:
s` t
IS
INSTALLATION NOTES � 24
B
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO,
Mhlmi h'Oduti
II U
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ��TT LYNN
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ,.F�C�.'�TC
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE ENS
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED, yt
NO.58705
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD,
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET9C F16'•��1'
t5 .
5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADS COUNTY APPROVED J'0'�.''•. °LO[210P.
ELCO ULTRACON OR ELOO 114"B.S.AGGREGATOR MASONRY ANCHORS.
A•Lj NlsltttOLLEf�T�.E.
FL P,E.#58705
DETAIL E: � e
MULLION TO MULLION
DETAIL C: 1 .128•MIN. R1
MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: w ia
N`
MASONRYSTRUCTURE (U-CLIP)
1)MAY BE INSTALLED IN'TEE'OR-CROSS'
(STANDARD CLIP SHOWN) �`� INTERSECTIONS. d
VARIES p x A•:
2}MAYBE INSTALLED HORIZONTALLY b UUU
i I
'NCHOR (SHOWN)OR VERTICALLY.
EITMERTHEI TYP.SUBSTRATE,
m
I PER TABESIBE, N
SEE iABLE8IB•t38L 9)SEE U-CLIP DRAWINGS,SHEETS 21-23 's QD
OFFSET
AY BE j j I•" TOP VIEW FOR CORRESPONDING MULLION. Z M j
MULLION
I II -' FOUR MASONRY
�
ANCHORS VARIES J III
1
• I I I I°t ° - ° #12 STEEL SCREWS, x
1 SELF•DRILLINGORPRE-DRILL ,y (,L" to
MULLION AND USE SMS 111 B p
to
EXTERIOR dA C ° s 'oor MULLION Z t0
THE OFF8E7 CLIP l9 `\�'� 0
EDGEDISTANCE
FOR MASONRY m.-„
-° '• 4' � RECOMMENDED FOR Z (}
ANCHORS ZMTERSECTION ?
WINDOWS,Bill MAY U-CLIP ��.�/j�y
AL808E USED FOR L-s �
8' °° .A OTHER FRAME7YPES. EXTERIOR \ J
TYP•ANCHOR •'-
PERSUBSTRATE, 4
SEE TABLES 18.438 4 Q �
/ TYP.ANCHOR SEE SHEETS LOCATIONS FORONS fCn � p �
/ BUC((STiUF PFJi SUBSTRATE, HOLE LOCATIONS
AND SEE TABLES 18-138 FRONT VIEW EDGE Q
ATTACHMENT
DISTANCE F
';.,• .•'a SEENOTE I, .. _^� SEE
EMS WENT
TABLE
I ..t SHEET t. EDGE 18.138 Q Z S( O
.• �!•' �`, •'':.••; '1` DISTANCE 0-
MIN 2.T KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 110£38 LES SIDE VIEW
FRONT VIEW SIDE VIEW DETAIL D. 3 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'nNCHOR
eCOOE4
/�PERSUBSTRATE,
/ SEE TABLES ID-138
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION / SEE SHEETS p PRODUCT RBVISED
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21.23 FOR as complying with the Florida
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE Ruitding Code
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CUP MAY BE USED, � LocAnoNs At pleaca ,Ifo CJL •63
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD.
`\ MULLIONE%pitoti Ozft4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. ® mde6)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADS COUNTY APPROVED EDGENGE .� 4YNNELCO ULTRACON OR ELCO 1t4'&S.AGGREGATOR MASONRY ANCHORS. R 8TEEL STUDS THINNER THAN SEE TABLES ( �FRONT VIEW GA AND COMPLIANT WITH THE FL BUILDING 10.138 ` '��'•'' CENSQ '.:_/\ A2K WOOD BACKER MUST USED. 1 ;" •..�r
�,-•,( ATTACHMF-NTBYOTHERS.
EXTERIOR USEWOODANCHORSPECS SIDE VIEW ry ND.�B/05 ,
NOTES:
1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD F E F16 tu
l`
ANCHOR VALUES MAY BE USED. �� ' FtOR10PCh`��
2)SEE CORRESPONDING MULLION TABLES, h .`
SHEETS 5-20,FOR QUANTITY OF SCREWS. A�r'W49WLE33,P.E.
FL P.E.#68705
TABLE 1A
Mullion Capacity Table Oboe
OpeningiMdill([orverticagysparrimtdian3)orOpening He(ght(for WrizonRWsparnirgmldGone) C#+
60 in 601n 70 in a In 901n f 00 N 12D N 140 in 16010 8i 0
Reotangutar mwMatlg. Reaie�dar LOBO" Raetongolar Trop7fdang. Reotmryry,.itar Trap/Mang. ftedangutar Trep/atsng. Rootengotet 7Mprideng. Racteiluulm 7tsRntteng. Reotangder ireptalang. Raeta3glutar 7tapfidasg. IN
1 X2X.126 Loading Loading Lowing Loading LWOW Loading Load'aip Losdng Loading Loading Loading Loading Loading Loading Loading Losdno Loading Loading Y
Alum.Tube F � A, _ g �_ � _ _ r � &Aulflon � $
o
4214 111.8 408 12&5 232 93.2 408 110.6 S25 7&9 408 107,8 321 83.8 400 t04.4 519 82.1 408 1#.0 S18 65.9 408 104,0 119 4&8 408 1#.0 319 59.9 408 ]#A 1t$ 88.0 408 t#.0 319 •-g
4810 74.9 312 83.0 208 62.4 312 73.4 252 03A 312 67,0 248 48.8 312 632 246 41.0 312 61.3 244 37.5 312 01.0 244 312 312 64.0 244 2&B 312 81.0 244 23.4 312 61.0 244
50.625In 83.9 281 7&6 234 63.2 281 61.5 228 40.0 281 657 224 39.0 201 52.1 222 35.6 281 50,1 220 31.0 28t 49.3 2t9 20.6 281 4&3 219 22.6 281 494 218 20.0 201 49.3 219 "Z Ix
,{ 048r 82.6 247 67.0 207 45.9 247 4&8 271 27.6 247 44.8 189 32.9 247 41.0 188 29.2 247M18426A 30A 193 21.9 247 3&1 173 16.8 247 38.1 193 i&4 247 3&1 t&7 � C) O
so In 38,4 200 41.2 170 32.0 200 35A 180 27.4 20D MA 165 24,0 200 204 160 21.3 200 25.9 157 10.0 200 25.0 158 6310 33.1 tel 35.3 155 27.6 t8f 30.3 152 23.7 161 20.9 149 20,7 181 244 146 18.4 191 21.7 143 PG'
801n 2&8 t86 30.8 142 24.0 165 25.1 139 20.0 165 2&1 128 1&0 166 21.0 124 Z t71i
72 N 712 139 23.3 120 18.5 139 19.9 116 15.9 139 17.6 118 UJ ??
TO in MS 125 10.7 100 1&7 125 18.8 to7 =1
7810 1740 116 18.2 t#
TABLE 1$
Anchor Ca aciTapia be ANCHOR CAPACITY ADJUSTMENT FORMULA: Fd- c
LA o .
ANCHOR CAP.,,, , tV c3
SWakato: 2.7k Comtde 3.bk Cone, Ho1ow CMU FOkd CMU PT Wood Motel (DPi,�)X( )-ANCHORCAP.- (n r-
&t8"Ebo tWSSEko 5110•Eloo 1f4"SSS1oo 0108ted 8128ted 812 Sled MULLIONCAP.,,o,,,�,
AmhotTypo: 3/16'Elco IAueoon 1l4'Ebo USraoan 3!IB"Ebo lgkaton 114•EWo tnve4m >C
AnahorCllp patteme ulkeoon AOgfegatar Uureswl Aggregator B4nw(as)screw(C-5) Sorew(a5) USE THIS FORMULA TO OBTAIN THE"ANCHOR CY N V) S2
Edoo i>tatame gn):
I. 2-IM r 1 242" 3.118' r 2.12" 1' 2-Ire r 3418, r 0.48• 0.64• 0.321` CAPACITY REQUIRED"CORRESPONDING TO AN F=
Embedment Unit 1-314' 1.3/4• 134' 1.31V r 1414' 1-va° 1414• 1.141 1.14' 14H" r mr law Vale. ACTUAL PRESSURE REQUIREMENT FOR THE
2AmIms04.7V MN.O.C./8molaM4rC0adl C11p(Fig.1T 39Diba =ft 450108 Mgas t iba 278 the 280 tba 354 tba 7 I>ts 374 tta 5#iba #6 Pos 351 IDs 4421Ds SBO1bs OPENING,WHEN IT IS LOWER THAN THE MULLION <L {�/} N
4Amhae 1.15'Min.0.0.I6IBMerd(ort7faegCgpffq,2} 480 Jos 7001W WA WA WA WA 3801bs WA WA WA WA WA 002 too 8851b. 1120lua CAPACITY(FROM THETABLE)OFTHESELECTED 'Oa,o
4Ambare 3'MtA O.C,/1212a5Anpte Clips 7(Fig.3T 78018s 7600ra 660 ft 1560roo /8011as 040&m 650 ibs WA MI&3 Tog Its WOO 1082 ma 682ft 605 1b. Imms MULLION.IT WILL YIELD A MINIMUM ANCHOR $$
2 Anotias 0 0-4V tin.O.C./U4]ip,Ialo.120"Alum.(Fp.4t WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 715 Me CAPACITY WHICH MAY BE USED TO QUALIFY
I Anchor/Fr45rffkt-041 195 ft 195 ft 225041 445W MIbs 1350n S401ba 177Itis 370ft 187 too 392 itis 47S 10a 170168 2211x4 2801ba ADDITIONAL ANCHOR OPTIONS FROM THE
2Amhorsal,iV M.0.61 FLlip(FIg.B 240 be 350lb9 WA WA WA WA tB01ba WA wA WA WA WA 341 Na 4421ba 680 roa ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1; FIGURE 2: TABLE NOTES:
• (� PRODUCT REVISED
( _ �� 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. as complying with the Flo"
LL��_ SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. .( 100p" eoiiding Coda
AcSopteitobNo �
FIGURE 3:
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE. }� Q
I By
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23, Miami
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. .126" ���7 4YIJN QqA /7ji7
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ��� �(.„-• ••,.<CP
FIGURE 4: FIGURE 6: FlGURE6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED `����Q•'��C£NSg Q
YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125° ` �r
• a
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND,045"THICK(18 GAUGE).STRUCTURAL STEEL TO SEAT t"%2'X.126"MULLION ;T<; H0,50705
LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
• �� THE MATERIAL,#10&012 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S.
tu
T£Of
A.lYNl1t �'.E.
FL P.E.#68706
TABLE 2A e� F
Mullion Capacitv Table Ib6#l2
Opening Wtdlb(torvarticaHy-spamtngmtlDons)or Opening Hbight((orhodalyday-spartignuftns) X7y5p Q
601n 60 in 701n 801n 00 In 100 in 1201n Mo In 1601n BSagt O
R4atenpWar I TmMang' Rectangular I Tmprldmg. Rectangular I Trapridam, Rsdanllular Tmp77dara. Reolanguln' TmWnfleg, Recten8ular Trepti,(alg. Reatanputar Tmpiltarg. Rectoratiar Ra"ang. Radangutar Tmplydan&
I x 2%.376 Loadina Loaning Lwding LcadIg Lmdeg I6 mng LoamnO Loading Loadl a Loamrp Loading Loaning Loadliq aLoamrg Laadbg Loading Loading Loaning Y 1YE 3R
Alum'Tube
Mullion
ED
z HL
4214 170.01 @20 1700 435 151.31 SM 1 1740 478 12&7 68'2 I 17Q0 E-0B 113.6 882 1169.6 518 100.8 682 188.9 517 80.8 862 lBaB 817 75.7 882 198.5 617 64.0 682 !8&9 617 6a,7 682 18&9 617
481a 121,8 607 13&0 419 101.4 507 11&2 410 88B 607 10&7 403 7&0 r07 1028 399 67.6 507 99.6 397 60.8 607 Me 398 60.7 607 89.0 390 43A 507 99,0 386 3&0 507 98.0 398
60.MS In 1037 459 114.8 370 e14 458 Me 371 74,1 458 90,6 064 64.8 458 848 360 57.6 456 81.3 3S7 81.8 468 Me 358 43.2 450 80.0 358 37.0 456 80,0 358 324 458 00.0 356 x w
541n 86.4 400 83.3 338 71.2 400 Me 328 61.0 400 727 322 634 400 87.3 318 47.5 400 64.0 316 427 400 623 314 35.8 400 61.8 313 30.6 400 81,0 313 2&7 400 01.8 313 LU O Q
ED M r
001n 02,3 324 69,8 276 51.0 324 67,5 270 44,6. 324 51.2 .264 38.8 324 40,9 260 34.6 324 43.0 257 31,1 32A 420 255 28.0 324 40.5 253 222 324 40.6 263 19.6 324 40.5 253 Oj
63 in 53.8 284 57.4 252 44.6 284 49.2 246 38,4 204 43.6 241 338 294 3a8 737 2a8 294 37,1 234 2&0 294 35.2232 22f 284 33.6 230 19,2 294 334 230 1&@ 284 33d 230
S 651n 46.8 260 48.6 230 3&0 288 424 226 33.4 268 37.5 221 29.2 268 34.1 218 260 268 31.6 215 23.4 268 28.8 212 We 266 28,0 210 18.7 289 27.7 209 14.6 268 27.7 209
721n 3&0 225 37.9 106 30.0 226 322 191 2&7 221 2&4 Sj225 166 20.0 225 23.6 162 1&0 223 221 lea 15.0 225 20.3 !77 128 226 lea 178 11.3 225 19.6 lie Z78 to a&e 202 320 t77 25.5[144
27.2 t73 219 202 23,9 167 t7A 202 1&T 165 1&3 202 10.4 i63 128 202 18.7 tao 10.0 202 15.0 lie 9.8 202 16.6 156 Nmin 2&3 1g2 Sa.B lob23.6 2&1 185 202 182 22.0 15a 16.7 1B2 !&i 157 14.2 1922 1&8 166 11.8 192 15.2 152 10.1 192 14.4 150 8.8 102 14.2 160 Q J
.1 �t
BON 1&6 144 19.0 128 1&4 1&1 120 z Q 0
ffi in 1&2 127 15.8 113 Q In O
In
TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: (A p r
Ali harCapacftv Table Ob! ANCHOR OAP.,,",,,,, W X S2 2
owntmb: 2.7k Contra- 3.5k Cora. Hollow CMU Filed CMU PT Wood Metol (DP„)X(MULLION CAP,,,,",,,", n ANCHOR CAP.,,,, � N fn 6
the,Etco 114'SS Eico 51W Elco 114'88 Eke 010 Steel 012 Steel Ott Steal
Anchor Typo: 3116"Elco Uttmoon 114'Elco Ultraaan 3116"Elco Ulmcon 114'Eloo UNrocon X O
AnchorCllpPalteme USmaon a99reo41er tntreoon A9peGetar 6orew(o1)scow(o5) 6onno(o5) USE THIS FORMULA TO OBTAIN THE"ANCHOR � Q
EtVe Oisterxa gnk r 2.117 1' 2-ur 134Wr 2-vr r 2•!7r 7 3-ua' 2• o.4a os4" 0.324• CAPACITYREQUIRED"CORRESPONDINGTOANp,1.314" 1314' 1.3'4" 1-014" 1-014" 1.114" 1.114' I-lle 1.114' 1.114" 2' I-wr 1316' laden ACTUAL PRESSURE REQUIREMENT FOR THE ,2Arwbon�4.75'Mh.O.C./Stam6M an great glpiFq.ty: 390W 396 m4 45016- We IDs 2708es 280W 3541be 740ibs 37411 684 ms 646lba 341 m- 442 tbs W113 OPENING,WHEN IT IS LOWER THAN THE MULLION4An."@1.16,MYt O.C.l Standald(orOrgo80115(Fig.2): 400 m4 700 Ibs NIA WA WA 360 ms WA WA WA WA WA 0021ba B85IW 112msCAPACITY(FROM THE TABLE)OF THE SELECTED4 Anetwm a W W.O.Q t MIllsAn&clips 1(Fa.3T 780 ma We Sae 680 a4, 15W ell 640 @s 560 ma WA 160 ills We Me 680Ile 1�2 tall 682041 bell m 1129 ma MULLION.iT WILL YIELD A MINIMUM ANCHOR
2 Anobore 40045.661,O.C.I U4.11p,Mta.12V Alum,(Fa.4): WA WA WA WA WA WA WA WA WA WA WA WA NIA 716m- CAPACITY WHICH MAY BE USED TO QUALIFY
(FlOlos M3 195U 20iW 445(13135As 140113 177 tbs 37olbs 1e7 iW 3329n 473 ms 17ams 221113 280 ms ADDITIONAL ANCHOR OPTIONS FROM THE
2 Amh- 1.15.146.O.Cf F4'21p(Fq.0k 240 ms 350 ms WA WAWA 190 lbs WA NIA WA WA WA 311 ms 442113 660 ms 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 REVLSBD
as comp)y4 with 1&0 F14b
SEE SHEET 1 FOR INSTRUCTIONS ON USiNG THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. BuBding Cada
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. •-�( 1.D00' (-"- Accepianco NOg02
Ep(rnlionDaW2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ByFIGURE 3: MiamiP
3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21.23 2.0 00' 11
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. w N
LYN
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `����t�pNY,•,,, 4>1
� 1.•'' GENS, CF �
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT•FILLED376'
Tz 7a �{
FIGURE 4: CONCREE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED No.68705
FIGURE 6: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 6083•T5 AND BE A MINIMUM OF.125" ^_
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1"X 2'X.376•MULLIONURAJ26'THI A36.ALL ANCHORS INTO METAL SHALL EXTEND AT _ /?
�� • MATERIA #10 ANCHORS INTO WOOD MAY BE STEEL,I"S S.OR LEAST10 S.S.CKANDCREW THREADS BEYOND
THE . ;Lt '{ (+� F�
St) �w.
10N -
,A.i%N M I&EA P.E.
FL P.E,#68705
TABLE 3A
Mulllon Capacity Table Ibenel
qR
Opening iMdift(forvel6ca*spanrling mtClons)or Opening Hoight(tor horlmMaity-spanning mullions)
601n W180h
in 701n 601n 001n t001n 1201n 1401n 12 (4 LLo
Tagvetmq, go no 7kap1Td9rm. Reciengola TIep176ap. Roatangda itnptateag Recta kr 7)9plTdone. Reat5lrgliar TtaplTdeng. ta+g�lar ttapt8t9% Recta 1.gr
1 x 2T8 x R4eN�da na0 1>guta Trnpt'r. Ractal9Wa Tmpl7dan9. 1 Y
Cosine toadng Loafing Loadng Loading Lancing Loading Loading Loafto Lo9dng loading L99O6te Lmfing loading Wring Landing Loading L-mv
376 Atu1rL
Tubemulflon
a ul
^gym r
1111
rs 161 1 61 11 1 1" 1 111 11 1 1 il ilil 1
4261 170.01 820 170.0 435 VOA 1 744 170.0 476 170.0 I 056 170.0 500 170.0 082 17x0 SIB 170.0 1116 170.0 621 170.0 1240 100.0 62t 148,7 1301 570.0 621 127.6 1301 170.0 62t 111.6 1301 170.0 621
46 In 170.0 1 700 170.0 624 170.01 060 170.0 684 17O.Oj BD2 170.0 810 110.0 1133 170.0 681 151.8 1139 170.0 877 1269 1130 170,0 080 113.9 1139 170.0 880 97.6 1138 170.0 NO 85A 1139 170.0 680 _
W.MIn 110,01 747 1700 563 fTO.o 698 170.0 831 187.8 1032 170.0 684 f40.a 1032 170,0 723 130.51 1032 170.0 747 117.4 tO32 1900 768 979 1032 170.0 756 83.9 4032 170,0 760 73.4 1 1032 170.0 768
04 in 110.01 791 170.0 812 161.3 007 170.0 091 138.2 007 t84.7 730 t209 807 1626 720 107.61 007 145.0 114 08.8 907 441.1 710 DOA 907 1140.0 709 09.1 807 140.0 700 60.6 097 140,0 T09 LU t* tl4+'3) �
80 In 141.1 735 161.0 (Q6 117.8 738 130.3 611 1009 735 11a0 699 08.2 736 100.2 600 TDA 735 99.6 683 70,5 735 8sA 678 68.8 735 1 01.6 574 604 735 01.0 574 44.1 735 91.6 674 {p
63 In 1219 868 130,0 570 101.6 580 111.6 657 87.0 668 88.9 64T 70.2 No 00.1 638 97.7 688 630 531 Me Me T0.8 520 60,8 666 76.8 521 43.6 We 76.6 621 Sat 688 706 621 ((��
bah 146.0 607 1124 522 86.3 607 96.1 6H 78.7007 03.0 501 68.2 607 77.1 483 58.9 697 71.0 488 634 607 879 481 44.2 097 634 478 37.0 807 92.7 474 33.1 607 027 474 2 1,U yq• m �
72 h 619 510 e5.8 143 00.0 610 73.0 434 60,9 10 64.3 426 51.0 510 67.0 418 45A 510 63.3 413 40.6 610 1 50.0 405 34.0 610 454 402 20.2 610 44.4 390 25.0 610 44.3 398 �. gpp
78 in 69A 460 72,6 400 67.8 458 81.7 392 40.0 450 64.1 383 43.4 460 40.6 '378 36.8 458 44.6 373 34,7 458 41,0 380 290 455 37.7 302 24.8 460 38.0 358 21.7 450 36.7 358 "1j O 'IIZW
76h 64.2 435 87.0 WI 53.6 436 68.8 373 459 435 40.5 380 40.1 436 44.7 360 35.7 435 409 365 32.1 430 30.1 351 26.6 435 344 344 71.8 436 32.6 341 20.1 435 32.2 340
1• Q N `
OD In 30.
41,8 317 43.1 280 34.8 327 4 285 20.8 327 31.9 280 28,1 327 20.3 276 23.2 327 26.7 27/ 20.0 327 23,7 266 174 321 21.0 202 14.8 327 19,3 250 O
gbIn 34A 287 35.4 267 207 287 20.0 232 24.9 267 20.0 240 21.6 287 23.1 244 10.1 267 20.0 240 17.2 287 10.3 237 14.4 287 16.5 232 1- x �a p
tg8h 24.1 727 24.7 205 20.2 227 20.6 201 17.3 227 18.0 180 f6.f 227 1aD 185 (!J
III In 22,3 210 22.7 184 16,6 216 10.1 181 16.9 215 18,8 108EI I 11! h
1201n 17.8 164 17.9 167 4`) Y x
TABLE 3B `-
U x Q O O
ANCHOR CAPACITY ADJUSTMENT FORMULA:
MaharCe acl Table lbs ANCHOR CAP.,a, 0
sebatreto 270 CmAx4e 3A Caw. Hal mcmu Faed CMU PT Wood Melo) (D-)X( )=ANCHOR CAP._ LY, a
6118`c" 114`88 Eko 6fir Eloo 114"89 Elco 010 81W 012 81x1 9123ted MULLION CAP•"�+,ra.",
AnchorClipPatt4rne Meha7ypo 3116 ErooUibeaon iq Ekoul Scan tnuscon 3IfB`Ekoulb000n tla•Ekouluacon ANWala Unmoon AMMGflot Sow(GS)sorewl05) scow(os) USE THIS FORMULA TO OBTAIN THE ANCHOR
Edpo getance tin); i" 2-112` f• 2.17r 3•tl8" r 2.1r 1• 2-VP r 3.118' r 0.46` 0.54" o.324` CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment An 1.Y4' 1-314• tare• 1.314" r 1-114" 1.1141 1.114` 1.114" 1.114` 1-114` r 1.YD' 1.3(97 +edea ACTUAL PRESSURE REQUIREMENT FOR THE
2 AtwhM64.75`Mrn.O.G lBtenderaa06ANglp(Flp.13 300169 39013 4W IW 880IW 164413 2701bs 280lbD 3548n NOW 3T4[be 66413 840 Na 341ka 41213 ma OPENING,WHEN IT IS LOWER THAN THE MULLION
4Ancham 01.16'Min.O.C.latand9NlorOeo9pg0 f�p.21 460 Rs 70013 WA WA WA WA 38013 WA WA WA WA WA 60213 88513 112D rh CAPACITY(PROM THE TABLE)OF THE SELECTED
4Anchors 407a6n.O.GI(2)216An&C6pa/(Fig.3) 7608+0 mms 080 ms 156013 ION lbs 54013 560W WA 780 In. 74813 ON i3 189216s 662 to 66513 1/24 As MULLION.IT WILL YIELD A MINIMUM ANCHOR
2AncO.C./0421p,lnto.125-Alum,(Fig.4). WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 71013 I CAPACITY WHICH MAY BE USED TO QUALIFY
t AncMrt FLBp(Ful.6): 10513 1195 It's 925 I {l51W BYl iba 13sW Horoa 17186 375tW 18713 33113 473 k5 170 221 l3 280 roe ADDITIONAL ANCHOR OPTIONS FROM THE
1ArohwB I.151Mh0.CJF•g1 (R9.BI; 24OMs 350 ka WA WA WA WA 19013 WA WA WA NI WA 94113 44213 5808+0 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 RBVISSD
us complyicr0 wIth WD Fladh
FIGURE 1: FIGURE 2: Ac1ce m No_%'43U v
TABLE NOTES: Lxpitat(0n pats
1.000' ��202
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOAp{NG, BY
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 441 I doProduct 4boatli
FIGURE 3:' 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE, 0`�,� N1
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2,760' ��t,•'1,10ENS�''•CF.� r
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 'f ' ND,50705 �{
ANGLE CLIP MUST BE USED IN PAIRS
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 376" Jam(
FIGURE 4: FiGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 680,WOOD SHALL BE PRESSURE-TREATED O `� ![ (r
YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063.76 AND BE A MINIMUM OF.12V �°V 4u--
TH)CX.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046`THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 'OU '., 5 E F �:
• 1"X 2.76"X 9711 MULLION ' C FLORI4.. \�
LEAST.125*THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ti` •.,, ��
THE MATERIAL#10 ANCHORS INTO WOOD MAYBE STEM.18-8 S.S.OR 410 S.S.
FL 8705
TABLE 5A
h
Mullion Oupaotty Tablo Ibs1e
opening
Width(for terieWspamtrBmulllons}aro oningHatght(forhadrodwspsrNngmil8ons)
Ni
5091 60111 701n so in 901n 1001n 12081 1401n
180h C4
Rocten9utar Trapfitena. ReotangWar Trep/iile�. Recianpttar TlaptTdatg. Ractatrypdm TmpTdang• Racimtgutar Trep78tvtg. Redtattguiar TMPWang. RTippectangular Wwo, Roctanauter Tmplrtlang. Rootengaer TlgdiBang.
5'•x3.126"x Loading Loading toadngg LwanO Loaft Loa6tp Loadng Loa6bg gLamm�g Loadng Loafing LwOng Loading Loading Loarnng Loadng Loading Loadnp sx
.600"Alum B^ � O�B
IN7
�Tube Mulln it 1 it n � 111! 1 2 111 zm4ztn 170.0. 620. 1110.0. a3s t7aa u4 1740. +70. 170..0 Sea 170.0 sos 17&0 9fR 170.8 519 rtao Itis 170.0170.0 /24B 110.0 521 110..0 1480. 170.,0. 621 170.0 1735 110.0. 621 154.+ 1562 traA azt bIn 170.0 706 170.0 624 170.0 650 170.0 604 170,0 992 110.0 030 170.0 1133 170,0 001 170.0 1275 170.0170.0 1417 170.0 ee0 157.7 1577 170A 880 135.1 1517 M.0 ON 118.2 1577 170.0 OBob0.826 in 170.0 747 170.0 663 170.0 Be6 170,0 831 170.0 1849 178,0 84 170.0 1185 170.0 123 170,0 1345 170.0170.0 1494 170.0 758 141.7 1495 170.0 750 121.5 1495 170,0 768 106.3 1485 170.0 750 W b C7
5411 170.0 707 1740 612 170.0 058 170.0 eat 170.0 11116 ROA 754 170.0 1275 170.0 803 186,1 1461 170.0 837 14&6 1401 27&0 ON 121.6 1+65 1740 Bet tOaa 1401 170.0 861 WA 1401 170,0 881 t o C, !-
M
60 In 110.0 BBS 170.0 701 170,0 1083 170.0 797 1585 1160 770.0 ale 136.1 1158 107.0 028 123.3 1160 168.6 917 111.0 1158 149.7 810 82.6 Itoe 1415 903 76.3 1160. 144.6 803 0BA 1166 144.5 903 Fes••
631n 170.0 030 170.0 745 159.0 1040 170,0 B50 131.0 1049 165.6 ago i1B.8 1649 141.7 546 106,5 1048 132.0 038 95.9 1049 125.6 828 70.0 1049 110.3 620 68.6 Me 110.8 Ole 68.9 1048 115.0 81B
0591 188.8 055 110.0 789 S3B.0 B65 161.3 8M 119.1. 065 133.7 788 142 055 121.4 716 OZ8 950 li25 785 83A 855 10&4 767 5&5 855 89.8 749 68.0 856 86.7 748 at 965 9o.7 .1 0 Z W
c2 IL
g 11111 r12nI.5 Boa 134.8 Bel tOlA eat 114.0 eel 91.e 563 tot.{ Eta 00.3 503 81.2 959 714 ew 03AF31O21,1
907 Tae 42 513 eD3 112 832 45A 603 09.8 828 40.1 803 88.7 827 = W
781n 721 1143 629 91,0 721 07.0 610 78.0 721 65.1 505 08.3 721 70.6 695 60.7 721 70,1 721 85.4 Re 45.5 721 59.4 No 38.0 nt $0.6 04 34.1 ni 68.1 583
Q J r v}
ram 84 10.5.+ NB 862 6611 09.4 667 722 8M 78.4 578 611 854 70.4 697 68.1 5e4 M.4 s94 69.8 851 421 ead 54.11 54) Sat 964 61,3 538 31.6 694 60..9 534ZBO51 514 07.9 458 4.6 614 67.3 440 47.0 514 50.0 440 41.1 514 44.6 433 3a6 614 405 514 37.3 421 27A 514 33.0 412 23.6 614 30A 400 20.8 614 29.0 403981n 452 65.7 404 452 452 47,0 390 3a,7 452 40,9 390 33.9 452 36.4 3M 30.1 452 32.01 452 30.3 373 22.0 453 28.0 385 IOA 452 24.2 359 16.0 452 22.8 355 x r
108111 . 351 38.0 322 3t.1 357 32,7 317 27.2 357 20.4 $12 23.8 357 26.2 389 21.1 357 22.7 357 2&8 299 15A 357 1" 293 110 367 162 287 tt.9 367 15.0 2a3 cnN111 N 35.1 33835.6 300 28.2 338 30.1 301 2&tl 336 28.1 298 21.8 338 23.1 292 19S 338 Me 338 19.0 284 14.6 338 18.5 276 12.6 335 14.6 273 11.0 330 13.8 288 � Kj �120111 27.7 2B8 28.2 283 23.1 289 237 259 19,e 2a9 20.5 250 17.3 289 10.1 252 16A 288 18.3 259 14.8 240 11.8 20.0 120. 246 9.B 288 11A238 8.T 289 118.4 232 U x „� 0
TABLE 58 ANCHOR CAPACITY ADJUSTMENT FORMULA: 0.r w O 8
AnchOrCe Table(lbs) /ANCHOR CAP.,„,,,,, ix mw
Sutelrata 27K t1atct�e 160.cont., HUIow CMU FakdCMU PTYraod Metes {DP,,,}Xl )=ANCHOR CAP.- �-3 �
SIO,Elco 1l4.89EkD H1EEko le sspt0 N1081ad al2sleal alt steel MULLIONCAP,,,o„„„
AnehorGiipPpi�ma t9chorlyp8kWA
Osmrxm yrFxaUamcon U9mton &t6 ptoUnman tta EkoUamcon UMM AMMGairr strep(O5)SCMW105) SCMN{os) USE THIS FORMULA TO OBTAIN THE*ANCHOR
Etlgedslarce pnI2.112 1. 2-112• Mir I• 2.112 1- 2-vr 2" 3-110• z 0.48• 0.54• pais CAPACITY REQUIRED'CORRESPONDING TO AN
F1ntMriOtt n 14W 1514• i3•P x 1-vd• t-114• 1.114• 1.114• 1414• INV 2 t-w Ise• varm ACTUAL PRESSURE REQUIREMENT FOR THE
2 ArcIgM 400.75•Min O.C.t3farcled orO8lel gag 11 3W ms 450 Mg a10 96 1641 IDS 27011» ze0a6 364 ros 74oIe1 37403 66486 as-a 341 t6 4420a won OPENING,WHEN IT IS LOWER THAN THE MULLION
4Arrttan46t.15•Mla a.C.tstas41m 1a13t6et)C4a 6118,27 7ro ms WA N7A WA Nat 9BOm3 WA WA WA WA WA ta82ft 985 fm 1121 tae CAPACITY(FROM THE TABLE)OF THE SELECTED
4ArcMM 07 MM.O.C.I 2t6ArvlaCapet Mg.31 loops 6B0 Ibs 1580 k0. 1e96ms MOIDs 660 ps NIA 760tts 748 ms No ks 1692 Its 682 ms MWs tt20m1 MULLION.IT WI LL YIELD A MINIMUM ANCHOR
3ArctnM 490.4YMLI.O.C.tUCip,tnto.S2tt Hum,0°11047 WA NIA WA I WA NIA WA NIA WA HtA WA WANIA WA 1 10732a 1 CAPACITY WHICH MAY BE USED TO QUALIFY
1Arctar/F4)dp pap 6y 195IDs iB5 as 225 au 4450e 822 as 1951ba 1400.6 177 DS 370 Me 107 ms 833 ios 473819 11Ob9 221 ms 1 286 to ADDITIONAL ANCHOR OPTIONS FROM THE
2AMMMOI.1 SOBO.CJF a 240 D3 350 n. NIA WA I WA WA 190.06 WA WA N!A WA I WA Ulft 44236 560110 ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT REVISED
as complying tvell0m Fib"
FIGURE is FIGURE 2, Aaloerfng IVaIG-02)8.03
TABLE NOTES: frpalwDalc O�jp21
• 16 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
By
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. MI Dadopre"
1111111171//
2)LiNEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. �ti ( J
FIGURE& 3.725" � ON
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. `�� 1�;'ytCENS� '•P
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. $;: No.58705
ANGLE CLIP MUST BE USED iN PAIRS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 381 SPECIFICATIONS.HOLLOW AND GROUT-FILLED - ;>✓i• •• LY.
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•00.WOOD SHALL BE PRESSURE-TREATED W
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-Tb AND BEA MINIMUM OF.125' %}� ` v F' t�
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 ANO.046"THICK(18 GAUGE)STRUCTURAL STEEL TO BEAT 1•X 3.125'X.5•MULUON .1���., ft+fEH
--�� LEAST,125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (V VF MULLION) rf`{ •.,�L OROS ,• ��G`
• THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,IM S.S.OR 410 S.S.
A.tLY'kN Pil4ltlER,P.E.
FL P.E.#68705
TABLE 6A
MulllonCe acttyTabla ibs1R1) m
Oponing Width(tar vet0ea*spar94tg mWors)orOpening Height(torbofttaeeDy-spamtng mtntons)
Goin 601n 701n 80 in 0010 100 in 120 in 1401n 160 in
Rectanguwr Raa
Trapmiang. RaeunwAar 1leprmwm. Roclmguiar Trapmt•g. Rdclmgutar Tmp+mang• Reotanaulw TrrlltengReoi
ep . nn9tler hoplydmg. tdnaular 7LaNTdena• Rectmguhr TraWTIane. Rectangular 74aprrdang. q
1x4x.126 Lwft L'waS Loafing L'Ana Loafing Losing Loafing Loafing Loadbg Loadng Loafing Loamrg Loam Lnadng Loodag Lancing Loadnp Leming �y o
AluMunlon
m,Tube
I J � m
4231 170.0 620 iTOA 435 11710 744 170A 476 170.0 888 170.0 508 170.0 992 170.0 619 170.0 1118 170.0 621 170.0 t240.170.0 521 170.0 1458 170.0 521 145.8 5489 170.0 621 127.6 1469 170.0 621
49 In 170,0 706 170.0 624 1110.0 850 170.0 684 170.0 092 170A 630 110.0 103 170.0 661 170.0 1276 170.0 877 160.3 1303 170.0 680 130.3 1303 170.0 880 111.7 1303 170.0 660 97.7 1303 170.0 Go 117
50.025 In 170.01 747 INS 503 170.01 B88 170,0 631 170.0 1048 170.0 ea4 170.0 1188 170.0 723 168.} 1235 170.0 747 140,6 1235 170.0 766 1 117.1 1 1235 170.0 766 100.41 1236 170.0 750 87,0 1235 }70.0 750 2 0� CO
O
54H 170.0 787 170.0 842 170.0 968 }70.0 695 1710 1}16 1710 764 164A 1158 1714 803 }372 1166 170.0 837 121.6 JIBS 170.0 660 102.9 1166 170.0 861 852 +156 1710 661 773 1166 }700 685
601n 170.01 085 170.0 701 106.7 1042 170.0 707 142.9 1042 151.1 532 525.1 1042 148.7 SIB 111.2 1042 +36.6 001 100.0 1042 130.2 791 83.4 1042 125.1 762 71.5 1042 125.1 782 62.0 1042 126.1 702 O to J
631n 170.01 ON I 170,0 745 161.2 892 103.8 BID 129A 991 144,4 709 113.4 992 131.0 782 100.8 892 121.41 766 90.7 M. 114.61 768 78.6 802 108.41 745 64.6 9B2 106.0 744 50.7 Sgt 1050 744
I654 047 170.0 789 137.8 S47 1414 766 11&1 847 130,3 70 103A 047 St7.7 762 91.9 947 10&7 736 52.7 047 1023 727 88.0 947 05.1 713 $9.1 947 94.9 711 51.7 947 04.0 711135.0 649 142.7 737 1132 649 121.6 722 07.0 849 106.9 706 80 610 86.4 096 75A 849 58.7 668 67.0 649 a2,7 076 66.6 649 75.3 659 48.6 649 72.5 652 42.5 048 724 651}15.5 762 120.7 665 96.3 762 103.6 052 82S 782 00.0 640 72.2 782 60.9 628 642 782 743 820 57,5 782 60.2 613 48.1 T62 62.8 602 41.3 782 59.9 697 38.1 782 60 685 (J) Z
IOU 724 111.4 634 6&0 724 04.0 631 78.3 724 82.9 609 WS 724 74A 699 BOA 724 $5.1 Ism 53.4 724 03.4 683 44.6 724 57.3 573 382 724 64.3 667 33.4 724 63.5 US �09.0 543 71.6 403 68.0 543 60,7 474 40.7 643 619 466 43.8 SO 47.1 468 36.0 543 42,8 452 34.6 50 3&5 448 290 641 341 430 24.0 643 32.1 430 21,7 543 30.7 42857.3 476 050 427 47,5 478 49,7 419 40.9 475 432 412 35.8 475 355 408 31.6 475 34.6 400 20.7 478 320 396 23.9 476 28.1 388 20.5 478 25.0 364 17.0 470 242 378 }- LO40.3 377 41.1 341 33,5 377 34.8 335 28.8 377 30.0 330 282 377 20A 325 22,4 371 24.0 321 20.1 377 220 317 +SA 377 19.0 310 14.4 377 17.1 30437.1 357 37.5 323 30A 357 31.6 715 2&6 367 27,8 313 232 357 24.4 309 20.6 367 22,0 365 1&6 357 20.1 301 154 357 17.4 284 etX28.3 308 20.9 279 245 386 x51 274 21.0 308 21.7 270 18.3 306 t6z 281 16.3 398 17.3 28517A 212 172 188 Q ,',•
TABLE 68 ANCHOR CAPACITY ADJUSTMENT FORMULA: Ix
Anchor Capacity Table Jibe) ANCHOR CAP.,,,,,,,,
Substrata: 2.7kConarete 3.5kConc. H70WCM Filled CMU PTlrlood Mawl (0_)X1 ] ANCHORCAP...
&16 Elco 144`8$Hoc 5111 Etta 114'88 Etao 010 Steel 912 Sigel 612 Stec! MULLION CAP.,,o,,,,,"
AnchorCllp Patterns
Ancnorrypa 3/ir Eke Uitmaan 114"6140 Uwaam Ullman 311V MOO U14man v4•Elm Mum A03reGatw Uwac00 AuamGator Somw(G5)Somw(63) Sam(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Ed9601atatwa Mk Y 2-112• 1• 2-W 3.118` r 2.1ir 1• 2-f1r r 3 it r 0,4V 164• 5324• CAPACITY REOU(REWCORRESPONDING TO AN
Enmedment(w' 1.344 1ar4• 1.3x4' i4v r 1.1141 1.14' 1.114' 1.114• 1.114• i-Iw r lair 1.316• Len18 ACTUAL PRESSURE REQUIREMENT FOR THE
2Ancnma 404.75'Min.O.O.f 6tdnde(dxOBael CYp(Fg(.S82j 390tw 390 iba 450 we 899 Its
1644 ibs 270 ibo 2801ba 354Iw 7409e 374G 8B4Ib 8481w Sat Ma 442Iba 5601ba OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchola Q 2,21 Mtn.O.C.r 8wndad(or oesa0 cup(Fb 37 700 Ms 700 ws SWR 1410 the 9sz tbs WA $50 iba WA 630 W WA 8801w WA 682Ibs 815 ws 1120 Its CAPACITY(FROM THE TABLE)OF THE SELECTED
8Aaetwm4Dl.IVMIR.O.C.ISlandmd(or Met)CBp(Fig.41: 9601aa 14001w WA WA WA WA 7601w WA WA WA wA WA I W3wo 177ows 2z401w I MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 A04hon @ r Mtn O.C./(2)215 Angor CiW!(Flp.61: 7601bs 760 rod wow Mot 1890 na 540 ora 650 iw WA 760 Wo 746166 No Iw 1"2Iw 891 ora ws as 1120 ors CAPACITY WHICH MAYBE USED TO QUALIFY
SAnctpra 403•Mw.O.C.1 M AS Anob Clips I(Fla.6}: 11701w 1170,bs 1090 ora 23401w 2844 ars 810 w! 8401w WA 1140160 1122 w3 132090 263a1w 1022 gq +3271w I6w ors ADDITIONAL ANCHOR OPTIONS FROM THE
4 Anchom 50,46`Mw.0.0.1"fp,IM0.12VAmm,IFS, : WA WA WA WA WA WA WA WA WA WA NIA WA WA WA 1436 ors ANCHOR CAPACITY TABLE PROOUCI'REVISED
2 Amhwa 40225•Mw.0.CJ F�IIp(Fip.Or 35D Its 3501ba 280 ors TOS ora 478 ora WA 2801w WA 315 roe WA 440 Iw WA 341 ors 4421w 680Iw as complylnaa with LlSe 1119110•
4 Anahom 1.1TMw.o.CI FCOp(F$.9, 00 IW 700ws WA WA WA WA 3W tw WA WA WA NIA WA 062 w4 aa516s 1120 orb Building Coft
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. j 1.000° �" Acceptance MI-6218,0
Expindion Data
TABLE NOTES: By ud
FIGURE 1: FIGURE2., FIGURE 3: FIGURE 4: FIGURE 6: FIGURES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE .0418141 d��11fii'
• • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LiNEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WiDTHS)SALLOWABLE. � .•'yaGENSF
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000" is Na.66705 7(
TO BE DRILLED iN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW = =_
FiGURE 6: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. 19
0
• • t • 4 SUBSTRATES K CONCRETE(CMU)
SHAHALCONECONFORM TO O A 381 SPECIFICATIONS,SH HOLLOW AND GROUT-FILLED T
• • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM GgO.WOOD SHALL BE PRESSURE-TREATED YELLOWEEL 126" T •.
• • STUDS TO BE A MUTHERN INIMUM GRADE 33 AND 0445"THICTHAN BG OFO.65.ALUMINUM K
18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.L BE 808346AND BEA MINIMUM OF.125'THICY.126'HICK ' s'�l
ANGLE CUP(FIGURES 6&6}MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10& rr 11 LLiR,P.E.
#12 ANCHORS INTO WOOD MAYBE STEEL,16 B S.S.OR 410 B.S. t"X4"X.12W A.LYNN LLEMULLION
FL P.E.q 58705
TABLE 7A
V
Mullion Capacity Table be@k g
Opening iMdth(for ieracatly-spardn mullons)or opening Haight(for horizaata*sparmfng m dons) �aE
so In 60 in 701n 6o In go in 100 01 1201n 1401n 1601n OS p
Reotsngria Traprrdeng. Rectangater TIMP11"arm. Reotalgulor Trep7dan9. ftatan9ldar Tw"srq. Reatrm ar Tre apifrtang. ReatargUar TmP`Miarp. ltet4aryFaar TrsNrdang. S
1 x 4%.376 pd, P7M1arI,. Reotengdar TreH70ane. Reclangular Tr ,
Alum.Tube
14.0 Loading Loading La&tling Loading Loading Loading London Loading Loodlog •Loading Loading Loodrrg Loafing Loading Loednq Warne LoadinO og�
Mullion
if
z1 F11 i 1 11
f s z � m
421n 170.01 820 170.0 436 170A 714 iTS.0 470 170.0 800 170.01 596 170.0 M 170.0 619 270.0 lite 170A 821 170.0 1240 170.0 621 570.0 1468.11 0.01 621 770.0 +953 170.0 621
IB In 170.0 706 170.0 621 170.0 050 1 t70.p 681 170.0 982 1 170.0 &i0 170.0 1137 170.0 601 170.0 1216 170.0 677 170.0 1417 170.0860 +70.0 1704 1790 080 170.0 1883170.01 800 161.8 2021 170.0 000
6251. 1
50. 70.0 1 747 11700 603 170.0 We 170.0 631 170.0 1040 178.0 681 170.0 ties I 470.0 723 170,0 1316 1170.0 747 170.0 1494 170.0 766 170.0 7796 info 768 466.0 tole 170,0 1a6 136.5 1919 170.0 756 (J)
641. 170.0 707 470.0 812 170.0 860 170.0 891 170.0 1118 170.0 764 170.4 1275 170.0 603 170.0 1434 170.0 837 170.0 4594 170.0 868 158.0 1709 170.0 001 177,1 1799 170.0 get 120.0 1799 170A 081 M MpM �
8001 170.0 685 170.0 701 170,0 1063 170.0 787 170.0 1240 +7140 818 170.0 1417 170.0 944 170.0 1694 170.0 008 156.6 1619 170.0 1033 129.6 1619 170.0 1063 111.0 1019 170.0 1063 972 1610 170.0 1083 t0 U)
63 In 170.0 030 170.0 745 170.0 file 170.0 660 170.0 13M 170.0 040 178.0 1408 170.0 1015 1168.7 11142 170,0 1070 141.0 1642 1170.0 1122 517.5 t642 160.6 1158 100.7 1642 187.8 Inn INA 1642 1674 1167 '�
60 In 170.0 974 170.0 789 t70A +the 170.0 $03 170.0 1364 170.0 1002 180.6 1472 170.0 1086 142.8 1472 108.8 1146 +28.6 1472 160,8 1130 107.1 1472 147.0 1100 9114 1472 14.00 1104 80.3 1472 146.0 1104 W i �• G
721. 170.0 1063 170.0 870 170,0 1275 170.0 1009 150,8 1320 168.2 1101 132.0 1320 149.8 1082 117.J 1320 137.6 1068 105.6 1320 126.8 1049 08.0 1320 M.D.1024 76.4 020 MA 1013 66.0 1320 112.5 1012
78 to 470.0 1122 170.0 037 440.0 H# 109.4 1013 128.2 1154 139.9 991 112.2 1181 126.7t41426,3
1184 116.3 e81 8148 1184 107,6 962 74.0 1184 97.0 936 84.5 1164 83.5 927 58.1 1184 �d 8?b �j �
$ 181. 18.01 1124 170.0 gal 138.4 1124 147.0 985 110.0 1124 128.8 047 103.6 1V 115.6 1124 105.8 918 810 +124 88.6 808 892 1124 69.0 690 59.3 1124 04.3 $at 61.9 1124 612 578
Z
001. 108,1 044 114.8 780 80.1 0/4 #.J 736 77.2 841 62.1 724 07.0 8K 73.3 BN 60,5 702 64,0 844 81.4 093 15.0 811 64.4 675 36.8 644 60.0 688 33,0 614 47.7 662 �' C
N
90 In 80.1 742 81.8 6113 74.2 742 77.2 652 618 742 672 041 55.7 742 69.6 742 64.1 822 44.5 742 49.8 614 37.1 742 410 600 31.0 742 399 590 274 742 37.6 584 z e d
login 02.0 686 83.9 630 02.1 566 631 521 M.7 608 404 513 3g.1 688 41.4 Bee 37.3 408 31.3 We 74.2 192 28.1 566 29.0 451 22.3 608 20.0 472 19.6 660 24.7 468 � eh
1+111 8718 $SS 66.9 503 40,0 656 4Ab 185 11.2 656 42.9 487 3814 655 78.0 565 31.2 0.3 20,8 655 31.J 487 2114 655 27.1 457 20,6 655 24.7 M6 180 666 724 442 x �r
NWt.
466 475 40.4 433 3814 175 39.0 428 3Z.6 i7$ 317 420 28.5 476 29.8 476 28.8 409 22.8 476 24.5 4# 1 0 476 21.1 385 15.3 475 18.7 367 14.3 475 17.2 361 U X 'Q Q
2814 33020.7 305 22.0 370 224 301 18,9 330 19.3 287 16.5 330 17.0 283
TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: m
Aneher C6 ooi Table lba ANCHORCAP.,,g,,,,, o�
Substrate: 27kConcrete 3.5k Cam. Hollow CMU FNedCMU PTWood Melel (DP„)Xt ,-ANCHOR CAP.-
fi18•Eko 84.891390 S1t8'Etco 174'88 Eko 41081041 /1281001 d12Sted MULLIONCAP.,,,,,-
AnOhorCllpPattama Anehar7ypa 3156 Efcotnhacon tf4 EkoUWeoan Macon Yl&'Ekoawawn lie EM9at70isoon ApaeOata Utracon Apgrecwtor Sonw(05)Sam(0) Saew(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Edps MW-(Ink i' 2-sf2• 1• 2-112w- 3A 1. 2-Ve 11 2-Ur 21 3416' 2• o.48• 0.w• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN
Embedment 1.W 1x11• 1JI4' 131P T 1.114° 1414' 1.114' 1.114- 1.714' 1 1.114 21 1510' 430' 101144 ACTUAL PRESSURE REQUIREMENT FOR THE
2AnahoraQ4.76'M1n.O.C.1Sterraerdor01de1CUP(F)g.1&2k 390 ibs 3931. 450 Pos 0601bs 1644 Ms 270 Ms 26o1. 354®9 740106 3141. 6641. 946 t. 34101 142159 Ws OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Andras®2.25• /Standard OrOMot)CUP(FI,.31 100 rod 7001. NO ibn 1410 I. 952159 WA 5601ba WA 6301. WA 6B0lba WA 6821. 866100 1120159 CAPACITY(FROM THE TABLE)OF THE SELECTED
6Arab"40I-IV Min.0.0.1 Standard(or Oftel)Cup ft.4k MR* 14041. Wp WA VA WA Teo Ro WA WA WA wA WA VOW 17701. 224000 MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Atrchaa�3°Min.O,C.IR)2¢6Arrpie CEOIPip.51: 780 ws 78003 680 Na 1560 lot 70981. 540 t. See W3 WA MM3 748x. 8801. 1892 to$ 652 t. W5 lbs 1120@6 CAPACITY WHICH MAY BE USED TO QUALIFY
6 Anohare®T&9r,O.C.1 I212k6Anpla%V LFI,,6k 1770109 11701. 1020104 23401. 2814156 810 I. 640 lbs WA 11401. 11221. 1320 O,a 28751. +022156 +3211. 166669 ADDITIONAL ANCHOR OPTIONS FROM THE
4 Arohas 6 UAV Min,O.C.I U42tA mto.1126'ANm,(Flp,7); WA WA NIA WA WA WA WA WA WA WA NIA wA IA N7A t4300s ANCHOR CAPACITY TABLE.
2Anam g2w Mb.0.CJFao(Fig.07 3001. 35006 2901. 1 7051. 1 4701. I NIA 2501. WA 3151. WA 4401. WA 3411. 4421. 6601. PRODUCT RSVISBD
4 Amnon a 1.15•Min.O.Ct FtOp{FI,.9k 4801. 700@9 WA I WA I WA I WA I 360 t. I WA WA WA WA WAI 88!ithf tiff @a Bcomply�eilb 110 Fltlltda
NOTE:FORTH OFFSET CLIP,USETHE 9AME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.062' 1.000" r- Acaptonce No Jr,-d)2.43.03
P 9919 22321
TABLE NOTES: e
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURED: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION Mtom a Froduct
• • • • • • • • • * • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. t t 7 I I I 1 1
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \�� C}Ni GYN-N till,
• • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE q 000, 4.000" 1r�%
SHEETS 21-23,HOLES TO BE DRILLED IN THE FiELD FOLLOWING DIMENSIONAL RESTRICTIONS No,50705
SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. r
FIGURE 6: FiGURE 6: FIGURE 7:
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND 1 �/ (� LU
• • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-50,WOOD SHALL Be � `� � LL/�
LJ
• • `'P 1F1 xC0
PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE "U P : N'`°
• 6063-75 AND BEA MINIMUM OF.126°THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045• .376' R*X.37.
6' %�C` ?'LOR10.." 0)"
ANGLE CLIP(FIGURES$96)MUST BE USED IN PAIRS, INTO THICMETAL SHA18 LL EXTEND AT LEAST 3 SCREW THREADS STEEL TO BEAT LEAST IBEYOND THE MATERIAL.#10&#CK AND A30.ALL 0.2 1•X 4•X.375' 1f�"'s o rpm.
ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. 'i"-MULLION MULLtoN A.LS N$IIMILLE'F�,P.E.
FL P.E.#58705
TABLE 8A Mullion CopadlyTobla Im-m
Operting dth(for vortiew"ps mu2ons)orOpsnIngH lit(forho4morlit"pa nunons)
601n 60 in 701n 80 in 00 In 1001n 1201n 1401, 160 in
1126" Rectangular Twilimeo, Recraw T.Wmm Rectangular 'Rep0mg, Rectangular Irrxillang Ra-deratfifir""- IT & vFip-r�% 7;i�fa -Ww-ftno. R-Woof - Tirprafreq. Reckeplar Trexelma
x .dng Load.0 Lodne" 1.04(ling Lmdng Wadnif Loedq Loadna Loadrif Loafing Lwclinp Lowing Loadni; Loading Leading Lowing Loafto Loaftif
3.18 x
,286"Alum
Tube Mull
In. z
4210 170.0 620 IMO 435 170.0 744 I?U 474 170.0 ago 170.0 goe 17ao I on Iyoui $111 170.0 life 170.0 621 170.0 1240 170.0 021 1170.0 1408 IM0 521 1170.0 V35 17041 521 ilti-6 1789.170,0 621 0 UJ
48 In 170.6 708 170.0 $24 170A SFR� 170.0 5" 170.0 M 170.0_6W 170.0 1133 170.0 get 170.0 1275 170.0 877 170.0 1417 170.0 680 1154.6 1645 170.0 680 1 i3Z? 1546 170.0 680 110.1 1645 170.0 680 x
S&M to IMC 1 747 174,0 $03 170.0 M 178.0 631 me 1m 170.01 664 170.0 figs 170.01 723 1170.01 1U6 1170.0 747 187.0 1466 170.0 19.3 1468 111704 M 104A 1458 170.0 758 In
?W 139.21 1458 170.0 756 1 0
UJ Q
6/10 vo.o F70-7 170.0 012 170.0 OW 170.0 691 iMO 1116 170.0 r 764 170.0 1275 170.0 03 003A 1 tSM76 174.0 837 146.0 13M 170.0 0,58 122.3 1378 170.0 6611 104.8 1378 170.0 WS 1 01.7 1370 170.0 061 C�
00
6010 Ima 1 eas 170,0 701 170.0 1003 170.0 787 155.0 11119 170.0 B78 130.0 1158 107.4 = 12M3.61 1150 166,8 910 111.2 1156 169.0 012 ALT 1156 144.6 005 70.4 1150 144.8 905 89.5 If% 144.0 205 (D _j
-1, 170-01 Me 170.0 _T45- 160-1 1051 IMO WO 137.2 1051 1554 sef i2Q.l 1051 47 0 845 `106.7 1051 M3 837 98.1 1051 125,7 030 90.1 1051 119.6 an 68.6 1051 fjjj 821 604 1051 119.1 821 V)
-.n 1-.1 - 780 139.3 067 161.6 BM IiSA 057 134.0 780 lail 857 121.6 777 g :2
11010 9" 957 1124, 767 816 057 took 769 eke 057 i0c.0 760 69.7 95T 90,0 74a 02.2 057 08,11 745 z
7210 126.7 564 135.2 8 1-07-3 804 115.2,1 684 91.9 804 101.3 071 $0.4 604 CIA See 71.5 854 84.1 550 64.4 604 70.8 U3 63.6 804 72.3 633 48.0 804 olle 020 40.2 604 69.0 628
TO In 109.4 722 114.4 630 01.2 722 07.2 615 78.2 M 115.3 Sog 60A = M7 See We 722 704 NO 547 722 456 6110 *.a M 59.6 We.39.1 M W.? W 34.2 722 68.2 W
701n 101.2 60 105,5 Soo -- --
04A 685 69.6 m 72.3 Sog 70.6 577 03.3 60 70.5 1 WS W.2 685 84A 600 Ste US 60.1 653 42.2 695 rA.3 643 38.2 1 60 01.4 537 MA SW 50.7 538
S"
9010
AT
C.0
I[MO
[171'
ae
Me 615 60.0 64.9 515 67.5 449 47.1 515 50A 441 44.2 C5 44.7 434 38.8 Sta 40.6 420 33.0 615 31.4 422 21.5 516 33.1 413 23.5 515 30.5 407 20.6 515 29.1 404 x
96 In 60 453 85A 404 45.3 463 47.1 397 36.8 453 41.0 391 33A - 30-4 385 30,2 1 453 3&0 379 27.2 463 X4 374 22.6 463 26.6 30 19.4 453 24.3 360 17.0 453 22.9 158- 00
1081, 38.1 358 30.0 323 31.8 358 MG 310*27.2 358 25A 313 23.0 338 25.2 Me 91.2 358 22.7 304 10.1 358 20.6 W 16.9 358 10.0 (1)
of " _, I C4
III In 3&1 &M 35.6 30 20.3 330 30.1 30f 25-t 338 28.1 207 240 338 1x17 4A 52
F20'T 27.0 200 W 204 21,2 200 216 10.9 200 1_223_.S 25e-]1�4:t 2WOO 162 253 064 280 16.4 242 ¢
-1-44 Tin 16.112.01 W10.318.8 �0
TABLE 8B
ANCHOR CAPACITY ADJUSTMENT FORMULA:
ARC arCepacity Table(Ibs) (op )X(_ANCHORCAP-_ 88 or
35kCmc. HODMOAU FOMCMU I PT Wood metal I MULLION CAP.--I ANCHOR CAP...
&t8-Elco &IS'Eta 114.55 Elf* 010SIed #12Sfeel 0128teel
AnehorCllp Pattems AncharVe: SWAG' imicce Ile Elcoufticon ullmmon 318,m I.Mrscon vv Eltotiffracon =-sml Macon AggWalor Screw(05)scivw(06) screw(a6) USE THIS FORMULA TO OBTAIN THEANCHOR
1, 2-117 011fir 1. 2-117 11 2-V7 7 3-1hr 7 0,48- 06C 0.3ZO CAPACITY REQUIRED"CORRESPONDING TO AN
2.02-.
Embedment firil i-WA. I-vr I -
14C 21 1-114- 1-114- 1414- 1-114, 141V 1-114* r 1411. 14r varies ACTUAL PRESSURE REQUIREMENT FOR THE
2AM ancrolkelm ifly 300W sm fes 45WOWS -6-vis 27010 28000354»8Note 374 les _VA ms q;rs--m-s mors 442 Its we Its OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Amnm 01.15 mn aCL I Stamm Lar onset)Cup.00.4 700 ks NIA WA NIA NIA aw Be NIA Note
ANIA WA WA 682ml 05 VA limits CAPACITY(FROM THE TABLE)OF THE SELECTED
nibs 78061, I �W 156023 -TM-SW 040 Ibs 660100 141A 7601to 748 ms ow me -ram-RS Sims 68520 1120 to MULLION.IT WILL YIELD A MINIMUM ANCHOR
.C./ti-Cip."I*.121p ft 4 NIA WA 1 las
WA I N/A I WA NIA WA N/A WA WA NfA WA 14m ms CAPACITY WHICH MAY BE USED TO QUALIFY
igg Iff_ __ - ADDITIONAL ANCHOR OPTIONS FROM THE
oe JbS St . .
4201;X In a 51 370lbs 167 bs A 1101es 221 Its 280 119
I 03V
min t"o,�11 1.1,1 �WAWA 341 In 442 fla moms ANCHOR CAPACITY TABLE
L 2AM11M 41 illi Ma ww F-Cup oPq 6): WA NIA a
NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. iROI)XICT REVISED
. replying vdIh dw vice
Building Ondo
FIGURE 13 cc Once
FIGURE 1: 2: TABLE NOTES, B irm,
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION BY
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Munni a product
A, No
1 I1
a Date
Y7
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ti ngx 4YNN m
FIGURE 3'. ......yze,
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE
CLIPMUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. .266"
IN PAIRS.
SHALL 0,
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
FIGURE 4., FIGURE 5: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD H
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE
FIGURE 6: T s kLo'0003-TS AND BE A MINIMUM OF.125"THICK,STEEL STUDS TO BEA MINIMUM GRADE 33AND
046'THICK(18 GAUGE}.STRUCTURAL STEEL TO BE AT LFAST.126-THICK AND ASS,ALL 1.26"X 3.166"X.26V MULLION ... ...
eta t1
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1-1141 VF MULLION)
#10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S.. wli P.E.
m [L� FL P.E.#58705
TABLE 9A �
Million Ca adityTabls(Ibelrll)
Opening Width((orver66nlyaparWlgmWlone)orOpening Height(torhorizontally-spanning millions) � � Q
501. BON 70In 8014 BON 100In I in Ito in INN. LL
1.25X3.26 TmOol-g. Ratorgilar 4ap'Tdm9, Retimmeetu Tmprrdarg. Rawmwar I imprrimg. Ratag03T Ta4videng. Ralmpeler T"Alnm& Ratatgilu TOPF1M1g. Roaten", ha Wliang. Rattogw Inn'd.. � d8
tondkg Lading Leading toodmg Loading Leading Lancing Loading Loading Loading loading LoidhV Lading Loma Lading Lft Loading Lading a
X.100
Attba
Million
Mlilil4n 5 00 �
�
421, 170.0 620 170.0 435 170.14 744 110.0 478 170.0 008 110.0 Egg 170.0 992 170.0 610 170.0 1118 17&0 621 153.3 1110 170.0 521 W.7 1110 110.0 521 108.6 flip 170.0 W
E21 BS,S 1fi8 170.0 621 Q
48 In 170.0 708 170.0 ON Ilea 6% 170A 604 i07.6 978 1110.0 030 146.7 978 170.0 681 130.4 978 1 11&0 677 i77.3 878 170.0 880 07.8 9711 110.0 NO 818 1 978 170.0 NO 73.3 976 470.0 080 "Ij Jlyllt
5&6261, 179.0 747 170.0 563 170.0 BBB 170A 631 150.7 BZI 170.0 084 131.0 927 108.6 700 117.2,927 1511 699 la16 021 16&3 690 07.0 027 166.3 695 75A 027 1563 005 65.0 927 168.3 886
6114 170.0 707 170.14 012 164,8 BBB 170,0 881 137,6 969 183.8 0&1 116.8 889 141.0 gag tO3.0 069 like 600 92,7 069 12&8 OU 77.3 809 128.8 652 68.2 869 U&S 052 67.0 Beg 120.6 652 •�o
80 N 143.2 748 tb3.8 @34 118A 748 132,3 820 142.3 148 117.8 808 6&5 748 147.0 699 T&8 710 t01.0 69Z 7i.O 748 9&8 6117 89.7 746 913 583 61.2 74B 03.3 8@3 448 lig 913 883 LQ �Uj O
031, 123.7 677 132,0 US 103.1 677 1112 5% 6&4 077 100.4 656 77.3 all 91.4 540 68.7 677 86,2 639 61.9 677 a1.0 531 61.a 077 77,0 629 44.2 677 78.7 829 38.7 877 1&7 629
60In 107.6 617 114.1 530 69.7 617 97,6 619 70.9 817 88.3 509 67,3 617 78.3 600 59.8 811 72.9 494 63.6 Oil O&7 469 44.8 817 844 483 38.4 817 63,7 402 318 811 61y 482
721- 62.8 518 81.1 460 69.1 MO 74.2 440 59.2 818 05.2 432 61.9 618 606 425 49.1 618 54,2 410 41A 510 5D.7 414 34.5 616 406 408 20.0 516 45.0 405 26.0 Sig 4&0 '40 � rn A6 •6
78 N 10.6 405 717 108 5&7 185 026 398 506 465 64,9 NO 44,1 466 49.4 304 39.2 IBS 45.3 378 35,2 485 42.2 3H 20.4 485 38.3 381 25.2 463 30.5 304 22A 40 3&2 393
7014 85.2 441 08.6 3O7 64.3 441 b7.7 378 4&e 441 506 3M 40.0 441 45.4 3M 303 441 41.6 389 32.8 441 3&7 3b8 27.2 441 349 349 23.3 441 33.1 318 20.4 441 32.7 346 = z
BON 42.4 332 43.8 295 354 332 31.0 2114 30.3 332 32.3 d11-420.5 332 28.8 280 23,0 332 28.1 276 21,2 332 24.1 214 17.7 332 21.3 280 163 332 19.0 262 113 332 18.7 260081. 35,0 tat 36.9 200 2&1 291 30.3 260 2bA 291 Y8,4 21.8 291 Y16 2a IgA 201 21.3 N4 17,b 291 i0b 24i U.e 2gi 1T.! 239 12.5 201 154 232i0@N N.@ 234 2&1 206 Z&8 236 21.1 205 17.8 230 10.3 18A 230 18.2 lea111N226218 211 107 i&9 210 10.4 IBI 103 219 1&8 14.1 216 14.9 168 to N Or'
12014 17.9 181 18,2 110 14.0 197 16.3 167 (n
tL to
TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: D
AndhorCa ad table(lbs)
S9N1mN: 2Tk Cenpmle Hit Caw. HaOoN Cine Filled CMU PT WooO 818191 (DP_) ANCHOR CAP.,N„e„ �
( )X t )-ANCHOR CAP.,,,
61f8'Etco IW860w&ITEbo thrOSEIm 0108"1 812 Steal 91234ed MULLION CAP.,,,,,,,,,,
Anchor Clip Patterns 3118'E1a UOmoan ffd•Eko Utbooat Uttnxo1 &•18•Eke t6tre4a 17C Etao Ubraoon Aoleomar Ultmaan A9ge(knor Samw(O5)ge"(CS) Sema(a5)
USE THIS FORMULA TO OBTAIN THE"ANCHOR
Eg7e 0btaae pnk r z-v2^ 1' zur 3.sre• r xtrr r 2-lir r 3.1x6' r 0.49• 0.54• 0.324• CAPACITY REQUIRED•CORRESPONDING TO AN
Embedmbnt jInj tar'• taro' taro' 1.874' T 1-114^ 1-114' I-Ile 1.1141 1-114• 1-114` r law Tarp• Saline ACTUAL PRESSURE REQUIREMENT FOR THE
2Anahoa 04.75•MBL O.C./SIBMald or WWI Q1p(Fg.17 39D 390 Me 4501W 680mS 16441be 270 ma 2W be 3511bs 7400* 374iw 9i lea 9468. -71-ms 4421b- 5000. OPENING,WHEN IT IS LOWER THAN THE MULLION
4Anchime;X1.15"MIR.0A 7Slandard(crOOaet)gg(Fg.2) 4809x3 700 fee WA WA NIANIA 360les WA NIA WAWA WA 682 ms 885 M. T1201De CAPACITY(FROM THE TABLE)OF THE SELECTED
1 AOChaa a 3'Mn,O.C.1 R)216Anple alae I(Fig.3y 701)les 78D Ilia Be0 ma _F50-1b, 1896 me 640 0.. NO IN WA 760156 740 W allow 1892 ma 092 les 805 itbs 1120 8w MULLION.IT WILL YIELD A MINIMUM ANCHOR
3 AtwBas @ 054`Mtn.O.0 t U12g,inm.i00'Hton.(Fg.{): WA WA WA WA NIA WA WA WA WA WA WA WA WA WA 9500. CAPACITY WHICH MAY BE USED TO QUALIFY
1 AiwiwT/F47ro lFlg.6}: 1859. 1031N 225lbs 045 me 62214. 135 n* 140 1771N 370 Ito 197 IN 332 me 473Ile 17020 221 lee 280 p. ADDITIONAL ANCHOR OPTIONS FROM THE
xAneaaa 1,16'FAn.O.C.J FC7tp(Pg.ek NO ms 3501bs WA WA WAWA 190 tin WA NTA WA WA WA 341 to 1 442lbs I MOVen ANCHOR CAPACITY TABLE. movuCTRBYISED
.complying with 460 Flbrida
Building Coda( 0216"O
FIGURE I: FIGURE2: 12�. AcmiimccNo Edi'
• • • • TABLE Notes: Bx�Daled-20Z t
7)SEE SHEET 1 FOR IN57RUCTtONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION 89ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. MI
FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \��0 ,�(LYNN
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' �N
CUP MUST SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
• • • • BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 3:;' NO 50706
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
FiGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL .100'
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE
• 6063-T6 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND %fl(} F
• • 045'THiCK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1,26'X 3,25'X.100
#10 ANCHORS INTO WOOD MAYBE STEEL,10-6 SS.OR 410 SS. MULLION
Le
i A.�fNh6MILtp�2,P.E.
FL P.E.#58705
TABLE 10A
Mullion Cepecilyr Table Chun) x
Opening Wdth(forvedlce"parmitlgmtRlors)orOpaning Height(forhaelaorb"panning mltfiam)
so in GOIn 70 in 80 In spin IDD in 1201n 140 in 1601n o
126X326 Raat4tlguiM TmP'O' g- Reclonpiar Tnplideng, Rettanputa TraptTdaip. Raaimgriar 'iraprdng. Radar�guiar T�aplr6afto Raatangotar Trop?dong. pacfmreoiar SnpfiWng. RtUanpuhr Tnp?dang. Rociangmat TreplTdaag. Y
X•624 Loading Lording Loading Loading Laedi-9 Loading Leading Leading Loading Laadiog Leading Loading Loading Leading loading Loading Loading Loading Y
All.Tuba ;� $ £ s �' .}� lei ' �a B �., •� €.. ,. ,c .�• t .a 'a..
MulNon s �� s 3 �� & dA. r § e � s� a � � 1r N
�
42Fn 170.0 624 170.4 435 170.01 744 1 1104 478 110.01 868 I 170.0508 110.0 SW 170.0 619 1700 1116 811.7 621 1704 7240 170.0 827 170.4 1488 1704 621 1704 1735 1700 521 174.0 1887 1704 521
461n 170.0 708 170.0 524 170,0 860 170.0 504 170.0 02 170.0 630 110.0 1133 170.0 661 170.0 1275 170,0 677 170.01 1417 1110.0 660 170.0 1700 170.01 680 189.7 1979 1700 680 05 1979 170.7 690
50.625 to 170.0 747 1170.0 563 170.01 898 1 170,0 631 170.0 1016 1)8,0 694 3704 1195 170.0 723 170.0 1343 1704 747 110.0 1494 170.7 756 1700 1793 170.01 758 1525 1577 170.0 768 11314 1671 170.0 766
6/1n 570.0 1 797 1 170.0 612 170.tl 856 171.0 691 170.9 1116 174.0 754 170.4 5276 170.4 803 170.0 1434 1704 831 170.7 1694 110.0 868 168A 1769 170.0 061 134.1 1769 110.0 661 117.3 1769 170,0 061 LU O
601" 170.0 685 170.0 701 170.0 1063 170.0 797 170,0 1240 170.0 670 170.0 1417 170.0 W4 161.1 1511 170,0 996 145.0 1511 170.0 1033 120.8 1611 170.0 1063 103.6 1611 170.0 10W 90,6 1611 170.0 10M CC�1
63 in 170.01 930 1170.0 746 170.0 1115 INA 860 1704 1302 170.0 940 166.6 1370 470.0 loth 1399 1370 170.0 1079 125.3 1370 164.0 1082 104.4 1370 165.9 1072 69.6 1310 1554 1010 78.3 1310 166,3 1070 � W
6614 S70.01 914 1 1700 709 170.0 1169 170.0 903 165.6 1248 110.0 1002 1362 1240 168.61 1013 121.1 1246 147.1 1000 108.9 1240 1310 969 90.5 1248 130.4 978 77.8 1240 129.0 976 681 1245 i29.D 976 z �,
72 in 1674 1049 1170,0 870 139.9 1048 150,2 892 119.9 1049 132.1 015 104.9 1049 119.1 660 032 1049 109.7 840 63.9 049 102.7 838 69.9 1049 94.3 826 69.9 1049 912 B20 62A 1049 91.1 820
g Min 142.7 9111 149.1 821 1195 941 Me 805 101.9 841 111.2 19t 632 041 7004 717 79.3 941 91.7 766 71.4 941 863 76T 69.6 041 775, 744 51.0 941 74.0 737 44.6 941 73.3 736 5 Z
781n 132.0 891 137,8 703 INA 894 118.9 761 919 BW 102A 763 82.6 694 91.9 740 739 694 01,1 730 68.0 881 70.3 121 65.0 694 70.7 707 47.1 694 57.0 701 411 884 66.1 698 .� 5- r
901n 85.9 871 66.7 596 71.6 675 74.9 689 61A $If 66.3 676 63.7 671 56.2 660 47.7 671 52.9 560 43.0 671 46.0 651 35.8 671 43.1 d39 30.7 871 39.7 d31 20,9 671 37.9 526 5-
tND ¢ N O
90 In 74.8 690 72.8 527 69.0 690 61.4 518 50.6 590 63.4 609 44.3 600 475 602 39.3 690 43.0 494 36-4 $90 39.6 459 285 690 31.7 477 25.3 690 31.6 469 24.1 690 295 464 X Z
10014 19.7 466 68.8 421 41A 466 42.8 414 35.fi 466 37.1 409 31.1 466 32.9 402 21.6 466 29,7 390 24,9 460 27.1 391 20.7 466 23.6 382 1748 466 21.2 376 15.5 466 10.6 310 113 N Q r
1777. 45,8 441 46. 1 400 382 441 39.3 393 32.1 441 34.1 387 286 441 302 382 26A 441 272 376 22.9 441 249 372 19.1 441 215 363 16.4 441 19.3 3S6 14.3 "1 17.0 361 L�
Min 383 370 369 337 38.2 376 31.0 339 25.9 918 26.6 334 227 310 23.7 329 20.1 370 21.3 326 181 376 19.5 321 16.1 370 16.7 314 x N
144 in 21.0 262 212 242 ITS 262 IT,8j 239 15.0 262 15.3 236
TABLE 108 ANCHOR CAPACITY ADJUSTMENT FORMULA: ��90
An4Dor conc.1 ty Table(lbs) ANCHOR CAP.,,,,,,,,,
SUMtrd[fl z7K mtltfde 86XCOne. HtlWw CMu F01eacMU PTWo9d Md01 (DP.)Xt ,=ANCHOR CAP.,,.
Anchor lWa HIB Eko V4'889c0 SttBEfco VSSSEtca atostea I1f2sw #12 sw MUU.(ONCAP.aear„a
AneDorC6 Pattame 0116'EILaUrtmtan VTtsdourtracon UOracon e'tet7cou»ram v4•BkaUtoacon ( (O (O5) USE THIS FORMULA TO OBTAIN THE*ANCHOR
P ApgR4alor U»tacm AggteGala screw a8)&rev 5) serer
Eage Disiaric40n r 2-117 r 2.tlr 3-118' 1' 2-117 t• 2-vr r gam• r OAA OSe o-924' CAPACITY REQUIRED"CORRESPONDING TO AN
EmbaMnent(n too taro• 1314' taro• r 1-114• 5-w4 1.14• t-u4• 1.114• 1-114• r 1-TV I.&W vaies ACTUAL PRESSURE REQUIREMENT FOR THE
2Aneaan 6g d.75'MtA O.C.rataroatlor00fe1(21p g1) swam 890ts 4501" WO Me 164116s 270»3 280 ora 3341M MIs 374 IM 1 66406 04563 341 ors 44225 560 re OPENING,WHEN IT IS LOWER THAN THE MULLION
4 AMW2 Q 1.15'Min 0.41 S4a dam(or Ortel)Glp(Ag 4 4801Ds 700 9a NIA WA NIA NIA 380108 NIA WA NIA WA WA 8821" 685 to 112a Its CAPACITY(FROM THE TABLE)OF THE SELECTED
dArClgs�S'MN.Q.O,IM248AtIPC1p91 g.M 7801" 7801M 680 m5 156053 teas m5 5401" 60D to NIA 760106 748 qq 8Wws 1892 Ms 692lbs BMW 1120 me MULLION,IT WILL YIELD A MINIMUM ANCHOR
3A,CnM O 0.51'MI L O,C.I U,CIIP,NI0.10a•Atnn, $4) NIA WA NIA WA NIA N/A WA NIA WA WA WA WA NIA WA 93083 CAPACITY WHICH MAY BE USED TO QUALIFY
I-M f-CIP91441 Was 181 es 225 ms 445 He 8221* 135las 140 to 177 as 3701ts I 18793 99203 4751" 17083 --22-fl-baf--2-S0-G5-j ADDITIONAL ANCHOR OPTIONS FROM THE
2"AVrs4Jt.15•MI6,0.C1F-C g 2401M BSD to NIA WA NIA NIA I 186 qs NIA WA NTA WA IVA 34110s 4421" 1 660@5 ANCHOR CAPACITY TABLE, PROIBUCT REVISED
m complying with Wa Ftoddta
FIGURE t: on ding Codd j6-b21$b
_ FiGL1RE2: TABLE NOTES: t21V Pa Acooatfon73ata 7021
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. Miem Dada T
LI1111117
FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. \1� ���(1. $.1/[e�qi��'
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3. ; ytotiNSfi •.,f
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 7 F ' r •,�[
E19 BE USED SHOWN ON SHEETS 21.23,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Pio.58700
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND • NFIGURE 4: FIGURE 6: FiGUREB: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 480.WOOD SHALL4• .07, NBE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,65.ALUMINUM SHALT.BES ,
Ll
6083-T6 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND Tc.,,r(OR70 •' (��
046^THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126"THiCKAND A36.ALL int rQp' •••••• �1'
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 7.2V X 325^X.62.7'Le I EO J10 1I1�L4 11111
#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. MULLION A. IIWXILIA,P.E.
FL P.E.#58705
TABLE 11A M
MuMon Cepeclty Table Pbarll)
Opening Width(forsl3Nlcelysperming mt8i01s)ar0paning Height(forha112oda*spanidtg mations) 0"6'
601n 601. 701. 7061 90 in loci. 120 h 140 in 1601. ffi U
116%384 Rxtangulu Tmp?riaog. Rectangular Traprtda4g. Rodangader TmWdon9. Rec nplor Trepf74an9. Reciani;&c Tnpndong, ReMpgdar Tnpinienq. RectanOO 7roplfda-g• Redangatar TIap7Tdang. Rulangatar TIapV&ng. o y
X.624 Loading Loading Loafing Loading Lowing Loading Loading LoW Loadng Landing Leafing Loading Lowing Lowng Load'uq Loading Loed'mp L4wlig &;r
mullion u v u o ��. 5�' t �. � �tti aIt € u$ • t�' € i S• e N
mr r^
421n 170.0 621 170.0 435 170.0 744 170A 478 110.0 063 170.0 606 170.0 992 170.0 619 170.0 11th 170.0 621 170.0 f240 170.0 621 17ga 1488 170.0 621 770.4 1736 170.0 $21 170.0 1833 170.0 62t tttj=llllll
401n 110.0 708 110.0 524 110.0 650 170.0 584 1TO.a 992 170.0 630 110.0 it33 170.0 661 170.0 7276 170.0 671 110.0 1411 VMS ON 170.0 1700 110.0 600 110.0 1983 170.0 680 1)0.0 22U 110.0 630
SO.S in 170.0 707 170.0 60 170.0 896 170.0 631 170.0 INS 170.0 684 170.0 1195 i70.0 723 170.0 1346 170.0 747 110.0 1494 INS 766 170.0 1193 I6.O 766 170.0 2092 170.0 766 170.0 2391 176.0 766 � �� 10
'y
Win 170.0 797 170.0 612 170.0 956 flea 691 17010 1116 Val) 754 110.0 1275 170.0 003 170.0 1434 170.0 837 170.0 1694 170.0 655 1700 1913 970.0 661 170.0 2131 Me 051 160.2 2483 170.0 661 m O �
SO In 170.0 805 170.0 70t 170.0 1003 170,0 797 170.0 1240 170.0 B78 170.0 1411 170.0 944 170.0 1594 110.0 906 IIO.D 1771 INA 1033 110.0 2126 170,0 1063 148.3 2163 170.0 1063 129,6 2183 176.0 1063 � 8 � J
631- 170.0 930 170.0 746 110.0 1116 IMO 060 170.0 002 170.0 W0 170.0 1498 170.0 1416 170.0 1613 Ilea Iola ITO.O 1859 110.0 1122 1669 2060 110-1 1169 134.5 2060 1140 1171 117.7 2C6O 170.0 1171 � (LI j
ON 170.0 974 170.0 709 WILD 1169 170.0 903 17D.0 0W 110.0 1002 110.0 1656 170.0 1086 110.0 1753 1TO.0 1155 170.0 1948 170.D 1210 143.0 1966 170.0 1276 122.6 1966 110.0 1296 107.2 1966 10.0 IN$ � �z°
72in 170.0 1063 10.0 670 170.0 1215 110.0 1009 170.0 1400 1700 1126 110.0 1700 170.0 1228 154.1 1734 INA OtS 08.7 1734 169.8 1386 116.6 1134 15&9 13U 99.1 1734 1SO.4 1362 66.7 1734 1302 1352 J �0110
gggc 761. 170.0 1174 170.0 937 170,0 1346 170.0 1000 10.5 16% I0a 1209 141.4 1566 1653 1285 01.1 1655 151.5 1266 t17.9 1566 1412 1261 983 1658 12&3 1229 811` ISSB 122.3 12tO 717 16Sa 121.2 5216 E
70 In 170.0 1161 170.0 967 170.0 1381 110.0 1116 155.9 14" 169.3 1246 136A 1477 162.0 1224 121.2 1477 139.1 1206 109.1 1477 129.6 1191 90.9 1477 116.9 1169 77.9 pin 110.6 1159 68.2 1411 109.3 1114 .5(
961. 142.0 1110 146.5 988 1154 1110 113.9 909 101.6 1110 107.9 961 080 1110 95.3 936 78.9 file 07.5 922 71.0 lite 80.7 010 SU file 7t.3 091 SD.7 1110 65a 978 44.4 fife 62.7 870 Q Q
961. 117.0 975 120.3 072 97.6 975 101.6 O66 03A 916 00.3 W2 7]2 975 78.6 629 66.0 975 71.2 817 SB.b 976 65A 801 4&0 476 6710 me H.8 976 52.3 776 391 976 49J 761 � �( $ �
10B in 82.2 771 81.0 690 60.6 771 70.7 685 60,7 j433
11 61.3 674 SIA 771 W.3 6W 46.7 771 49.0 665 41.1 771 44.9 W7 34.3 771 38.9 532 2910 771 75.0 621 2&7 771 32.4 612
ficin 767 730 RJ 56S 53.1 730 65.0 050 W.i 30 66.3 Wq bT0 739 489 631 42.1 730 45.0 622 379 730 41.1 614 31.5 730 35.6 bD0 27.0 739 319 S89 23.7 730 295 601 Lft? n
1201. 59.9 L. .2 5S9 49.0 624 61.2 660 42.6 24 44.3 652 37.5 624 39.2 644 33.3 fi24 35.3 637 30.0 824 32.2 631 26.0 024 27.7 619 2fA 624 24.6 509 117 624 22.6 601 LC X S2
144 In 34.7 433 35.1 400 20.9 433 2910 3W 24.8 2&4 390 21.7 433 22.4 385 19.3 433 2010 361 17.3 433 10.2 376 10 Q a 10O
�mQ t0
TABLE IIB ANCHOR CAPACITY ADJUSTMENT FORMULA: S`- 9Dy�
AocharCepadlyTable(Ibs)
ANCHOR CAP.,,",,,,,,, v,
s0ustrals z.TxCorctele 3.611 001m. dm914x1u FlueecMU pT tm Mdal (p p,)Xt )nANCHORCAP„",
Sli6'EXa tt4•S86L•0 8t16•Eito tlC 83 Hco 0106tard Xt26tCH Nf28ta41 MULLION CAP.,,,,,,_
AnehOrCllpPettemO Anebor 9^16'HtOUiIrxM t/d'Ek.U518Cat1 U11rdegl Br1@•gcolgt2ton 114•EkOUNaCOn A9 Wdor Uftmon A teaatOr Scrar f7S Svew
S9 ( ) ted a 12 (C,5) USE THIS FORMULA TO OBTAIN THE"ANCHOR
E490101SIAcreft) 1" 2-10 1• 2.1rr 34W 1• 2-11Z I. 2-ttr r "Ar 2 SAW Mbe gnats CAPACITY REQUIRED"CORRESPONDING TO AN
OnbeUenl 212 tam• I:W taro' tam• r t-114' f-trr 1.114' f-1141 1-114' 1-114' 2 1-ga• 1016' 5 ACTUAL PRESSURE REQUIREMENT FOR THE
2AMUM a{78'OME 151e1efat0a083etCgi 9.1) amens smzs 450 ms MES f ms �0ms 264 ms 064 ms 74g1t4 370 ms 8W Its 946®9 341 m3 aa2 m4 weit8 OPENING.WHEN IT IS LOWER THAN THE MULLION
1 Archda 1.15'Mla O.G I BIaWaN(or C1681)l.Mp(119 2) 10ft 700 De NIA WA NIA WA 3110 me NIA WA NIA WA WA 6B2 ros =to o 1120 me CAPACITY(FROM THE TABLE)OF THE SELECTED
4Arciam rMtn.or.I m2t5A1plec4p91p1aa) 710 les 780 Re 680 as 1860ge INS IDS Was smIts WA 760118 748 ms 88010.1 1892 As 682ms MU 1120M MULLION.IT WILL YIELD A MINIMUM ANCHOR
4Arcroro700,W"Mh C.O.I U0p,IMD.100•Ahan,(Flp NIA WA NM WA NIA NIA WA NIA WA NM WA WA WA WA im Its CAPACITY WHICH MAY BE USED TO QUALIFY
Woo'Fcepp3g5> I93ws I961b4 226809 44SMs 822lb9 USE Porte IT7m3 Was isime 3wA 47su8 sroms 221 ms 280 rot ADDITIONAL ANCHOR OPTIONS FROM THE
zrv%ron 1.16.14no.ClFL9p 2Aoms 36010 NIA WA NIA I NIA IODN I WA r NIA I WA I WA 1 341 ms 1 442 ms iso rce ANCHOR CAPACITY TABLE, PRODUCTRBVISBD
m complying with the Fltd6a
1.260' BulldingCada 9.013
FIGURE I; FIGURE 2: ModTABLE NOTES: Bxprro'oanwme; /bel
__... • • • 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.
Mi DadeProduc,
itl alalia
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE, �� a�t YN�V,�� ///
FIGURE 3: � �1,Q`.••..
1_CNSF '•.h'
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE e t
CUP MUST SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705
iN PAIRS 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ►t jj _
FIGURE 4 FIGURE S.
FIGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL -) "UA
W:{U
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 824, (}', O• `
6083•T5 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND Pp'. /eLOR43p•'( �
045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125 THICK AND 1038.ALL �t S '" ••• ' C�
r ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. S�Of�J&G t�ti
#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 7.26'X 3.94'X.824• A.MN'MILD'P.E.
MULLION FL P.E.#68705
TABLE12A Mullion Capacity Table(firiolft"II
Opening Width(for vertically-spoM muflons)or Opening H ght(for horizodely-spenring midpons)
SON 60 in 10 in win 20 In looln, 12044 MO In 160in
11ka"Ana. Mod-00"1 7writ6m0, RW-Gulsf I TfSprolano. Rantanoular I Tir"wo. Rectangular I Tooprnotn' Rocianawn, Tfoprolong, sadaviff Traotdong. R"14490 0
2x4x.26 inn -LbAno--- Loading Loading Lasting Lodnit taading .dnae I=" Loading Loading t-ftv Landau Loadno Loading Loading Loading Ldoll
Alum.Tub 1
Mullion al
W �j
4244 170,0 OGG .0 435
- - 1100- 110.0 744 170.0 478 170.0 00 170,0 ON. 170.01 M 170.0 519 110.0 1116 170.0 521 170.01 1240 1170,01 621 170.0 f4e8 170.0 529 110.0 1735 170.01 621 170.0 1083 170.0 521
48 In 1700 708 170.0. 524 170.0 650 170.0 584 170.0 992 170.0 630 170.0 1133 InO 661 170.0 1275 170.0 W VO.0 1417 170.0 680 170�0 IJOD 170.0 680 170.0 5883 174.6 ON im 2*7 178,0 080 -1
6OMS In 170.0 -147 170.01 503 170,0 NO 170.0 631 170.0 1048 170,0 00.0 ilSO 1700 723 00.0 1345 170.0 747 170.0 1404 170,0 7566 170.0 1793 170.0 756 170.0-im- 174.0 750 170V 2201 170.0 7W
54 In 170.0 TOR7 170.01 612 170.0 950 170.0 Sot 170.0 1110 170.01 - Cf)
WW 170.0 1275 170-01 093 170.0 1434 170.0 837 170.0 IBM 170.0 M 170.0 1013 170.0 861 170.0 2231 170.0 861 170.0 26M 170.0 061
W
60 In 170-0 50 VO-0 701 tTO-O 1053 f70-0 707 170-0 1240 170.0 878 170.0 14t7 1170.0 044 VaD 094 tT0.0 ON I= 1771 1140 1033 170.0 2125 170.0 1083 170.0 2479 1100 1163 1606 2000 1700 1013 M
6344 VGA 930 170.0 745 IMO 1116 IMO 85D 1-104.IM 17MO 940 110.0 1488 170.0 IOIG 17U 1873 170.0 1070 170.0 1859 170.0 1122 170.0 2231 170.0 1169 160.7 2553 170.0 1171 10.9 2553 170.0-11-71
In 170.0 074 JTLO 700 170.0 1169 170.0 No 170-01 13% 170.0 1001 170.0 1558 170.0 iON 1700 1763 170.0 1155 VGA IGM48,170.0 1210 Im 2338 170.0 1275 161.9 2437 170.0 12H 132.9 2437 170.0 1280
762,In USA t063 570.0 $16 1170.0 1275 ILO.0 1009 170.0 14U 00.0 1128 170.0 IM tTOO 1228 VGA,10113 170.0 1316 170.0 21251170.0 1307 145.6 2184,170.0 1468 124A 21U 170.0.ifin 109.2 2184 170.0 IND
7644 t7O.O 11221 1704 037 I?U 13441 170.0 IOW 17OLO 15" 1700 12M 170.0 1794,00.0 11=
INA 19601 170.0 1421 146.0, INS 170.0 105 123.0 IM 161.6 150 108.1 two 154.01 1535 M 1980 162.7 1631
76 In 1700 1161 170,0 907 170.0 1384 170.0 1118 170.0 Mill 170.0 1250 170.0 1042 W0.0 1369 162.7 lW1 170.0 1414 131.4 1801 i6ji 1500 114.5 1401 1417.3 1473 98.2 Im 130.6 11459 86.9 1681 137.6,1454 W
Ift 170.0 7328 1-70.0 1144 149.1 11398 1156.0 IZO 127.0 1308 130,0 INS 111.8 13M 121.3 1179 99.4 1328 IMIL2 5782 89.5 IM 1011.6 1147 X5 iM 68.8 1122 63,11 1398 OZY 1105 55.9 1395 70.9 logo
Z
it, I landau
0
1'.0
I'.
I'. St. '0- "o.
tre' '76,
"0 0 I_
[17,
'.I
-7
06 In 47,41 1228 1151.6 ION 122,9 1220 127.11 1070 10&3 1220 111.2 tool"a OL229 OU 1044 81.9 1229 89.0 IM 73.7 1220 OZ4 1078 GIA 1220 M2 N3 62.7 1229 65.0 977 40.1 1229 GZi 067 <
ST., I- !LO 771
108111 103. oil 105.8 all 80.3 1 071 1$0.0 W 74.0 071 77.2 840 r64.7 070, 68A $37 67.5 071 01.6 026 51.8 971 M5 1 816 43.1 971 40.0 M 37.0 Olt 44.0 762 32A 'to ICD N-
-Ttl 1-0 95A 9119 07.3 832 70.6 919 1 41.0 oft Mi 919 70.9 No I . o - - 37.1
GZS 794 U0 Oft WJ IN 47J 919 51,0 774 1*11 111 44,11 M Xf OtO 402 742 20.6 919 .1 in
78,8 716 02.9 ON I x
8 695 147.2 768 49.4 ON 141.9 1788 'to
CO) (0
112044
1 G 'Go �4
120 In 76.6 780 M 84.6 705 no M 44A 677 37.7 788 34.9 M 27.0 788 31.0 641 23.6 M 20A SSI
-T27-.3-r--- -46G--.3T-- -25.3 479 21.6 548 10.6 404 1 15.6 548,17.2 456 13.7 648 16.6 448 3:
-'i-44In--Z�-7 5%00 442 55044 WA SWO 37.0 498 1112 us 4. x
cq 0 0
TABLE 12BI I
ANCHOR CAPACITY ADJUSTMENT FORMULA: z .0
An horCepecity Table(tbs) I /ANCHORCAP.__X
Subalmle 2.7k Concrete 1611 conc. Mallow cmu Fmdcmu PTwow meta (DR-)X k MULLION CAP.-- -ANCHOR CAP._
Anchor limc
7We WIrEkoucn V4*MW
oUnon 5FI8'Eleb '16'r1counrucon 1/4'ElcollUcon Iles$Etc vt Elab 114-GSE[to 0IOStW imsteei m2 steel
Anch*rCffpPaWrnB I Unman AffeCtalar UGiscan AggroMor Scinar(05)Scoa,IGS) Scm(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR
i 2-lf2- I V 1 2.112 3-1fir 1. 2-VZ 1- 2-V2 21 3410, r 0.48* W 0.324* CAPACITY REQUIRED"CORRESPONDING TO AN
EntaedaeAt 13/5" 21 1-1141 11-IN' 1-1/4- 1-vs l-W4* 14M 7 I-W I-Tr valles ACTUAL PRESSURE REQUIREMENT FOR THE
iAllthoss a 4.75-NIL O.C.I slowans orosselcupm 162$ 3909» 390 025- 450 WS am me 11AM-65-w-s 25M -Ww- 740 Ns --94'-ws -Wi-ts 946 GO -Mi-ws -Tv--roms wo ws OPENING,WHEN IT IS LOWER THAN THE MULLION
on
4AMfm@2.M-Mh 0 70 lbs 74D is 63D Ibs 1405 San 1424W NA beaft WA Men MIA am ms WA 611211's Gas As 1120 ft CAPACITY(FROM THE TABLE)OF THE SELECTED
Ir MIA MIA 705 We MIA 790115 MIA WA
bArt?'10130131-Mbi.0 11=59M 10,021. 60 ins 090 758 lbs IM We jMles 1321 W- 1680153- MULLION.IT WILL YIELD A MINIMUM ANCHOR
--!Ri- SW IM 16M SIS 1 10116 09 1 a0ib"SY_fUl-W WA HIS,lbs 74B Sod Not too 18922s; 682lbs Mon 112D lbs
4 Anchms T Min flat M 2tSArlpe Caps I ft 4 on; F7 CAPACITY WHICH MAY BE USED TO QUALIFY
6 Arahm 3-Min.0.0-1 C4 i'_tou ns ADDITIONAL ANCHOR OPTIONS FROM THE
3Anctxxs@i.WMh 0.0,1 4��2k(06A%�f"I ftfla ne 1170M `1170 We 10"Gas 2W Ibs MRS MIA 1140 to 1 '1122 1 2838 ma "nibs 1 6swo
MIA Man MIA WA WA MIA MIA MIA MIA MIA A MMUIA ANCHOR CAPACITY TABLE,
JA W
SAnenofs @ OA4-Mir.O.C.I UOp,Into.121?Abou OFKI 4 MIA WA MIA WA JA MIA WA MIA WA A WA WA WAWA21 an PRODUCT REVISED
Mi 14sias R2. 1 WA 20)Ra MIA 340 Jba I we Its
2AMhm 0 Z61r Min.0.0J F�clip ft 4 370401 370%s 1 315 Sos MIA �440 to MIA as complying with OW FIb"
Mr
3AMWs@I.7I-M1n.0.QfF-01p(FIZlq jew. 625 Ms I Moos 1973 115 MIA I MIA 3531»5 MIA S"ItS WA WA 6I702 1 66406 640 Fos Building Code
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. - AcceploacoND%rG--O
(:6-)CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24, Expimil Doft
FIGURE(: FIGURE 2: FIGURE 3: FIGURE 4- By
TABLE NOTES: Z000" M11 Dud*IF
.1% '1/,
1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,SEE SHEETS 2-4 FOR %.Y
GENERAL INSTALLATION METHODS.
FIGURE 61. • FIGURE 6:
NSP
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
f4o.11705
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN
THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE
I
'cs ..a W--
LOCATIONS.
a
FIGURE 7: FIGURES: FIGURE 8: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT X\'
r *1 [E (FIGURES 5&6) (CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. .........
MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.126"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 2*X,4P'X.2V MULLION "%N A\-"'�%�01"
IN PAIRS, GAUGE}.STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW
THREADS BEYOND THE MATERIAL.#`10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 B.S. A.I/Y4,6'PALC�4,P�E.
FL P.E.#58705
TABLE 14A ® �
Mullion Capacity Table Ibe/ftt
Opening Width(for var8celly9 rm"t muillon9)or Opening Haight(lorhatzxmulgy-spaMng mulllons)
601n 6010 701n 801n 901n login 120 in 1401n 160 in Wile� O
RecIWvQdat TraptTrWrg. freotargWar Ttaptr6ang. az 7raprTdarg. Re6tioll1 r TiPrTdarg. ReolenIM9 TrWftdeig. Raetangotar Traxafag. Rent-war TIWTdarg. RWaagulw Tinwntaxi. Ra4lengidar 1WRI4ng.
1.28"%2.11" LOW% Lowing Loaft Loading L-o tg Loading London Wading Lowig Lowing Loadkv Loading Loading Loafing Loading Loading Wading Wedng Ila:
X
Tube Mull
n fill, � a 1h I a I I� y� m
z
42 In 7442 528 167.0 428 1202 $28 1488 418 103.0 618 136b 974 90.1 628 134.8 411 80.1 62P 134.1 411 72t rQ0 1341 411 60.1 628 134.1 411 67.6 628 134.1 411 45.1 628 1341 411
Q
48 In 086 403 108.0 333 See 403 04.7 325 69.0 403 88.4 310 60.4 403 61A 317 53.7 403 79.1 Me 4113 400 788 3M 40.3 403 76.0 314 34.6 403 7118 314 30.2 401 70.P 314 •�1 �
60.616 to 823 362 91.0 061 886 962 70.3 204 588 362 71.9 289 618 382 972 286 95.7 362 848 284 41.2 302 616 263 34.3 362 83.5 283 28.4 382 t1a5 283 287 982 63.ff 203 a 8 LO
64 k 67.8 318 74.1 267 68.6 318 84.2 261 46.5 318 67.7 258 424 318 53.5 263 37.7 318 60.6 250 33.9 318 49.6 249 283 316 49.1 248 242 318 49.1 248 21.2 318 49.1 248 Ud O O
6010 49.8 258 63,1 210 41.2 268 46.7 214 35.3 258 40,7 210 30.9 260 37.2 207 276 258 34.9 204 24.7 250 33,4 203 206 258 $2.2 2011 17.7 258 322 201 186 259 32,2 201 to � r1y
83k 427 234 45.6 200 35.@ 234 90.1 186 346 234 34.7 192 28.7 ?34 31.9 189 23.7 234 �.4 186 21.4 234 280 184 170 234 286 183 183 234 286 183 13.4 234 23.6 183
8810 37.2 213 39.9 183 31.0 213 33.7 170 285 213 28.0 178 23.2 213 27,0 713 286 213 25,1 170 1110 213 237 169 16.5 313 31.2 187 13.3 213 220 160 11.0 213 71,0 108
7210 288
170 30.1 165 23.0 178 25.8 162 20.4 iT8 72.6 t49 170 178 20.3 t4T 160 179 111.7 146 J $ 8Z
•ZE J"k 1Pi �lj
78 to 24,3 781 284 140 20.3 181 21.9 137 t7.4 781 140 43S 16.2 t91 M17.0 !33 V Z
76 In 225 161 23.6 133 188 162 18.9 731 181 152 17.8 120
BLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: 1-
AnchOrCepticl T0bI60br) ANCHORCAP.�",• 0) X o
SadSll6te 2.7k CaKRle 3.&Co11C. F1alOw CMU O p.
DecacMu rrwom Metal (DP_) }=ANCHORCAP.� to •-
MULLION .-
AnntkrType: 3+18'EkaUPratm 114•ElcoUltracat 67118'Eko 3Ii6'EkoULttacan 1t4•EkotB[ratal 1114-S9Eko 5ti6•Eko vd`98Ek0 N3ag6112S1ee1 0D N
AnehorCBp Peitemr unnson q<pecainr wnxon gg�eOatM seresctea(05} USE THIS FORMULA 70 OBTAIN THE'ANCHOR 52
D' X Y
edgeontarce(hz r 27r1 r 31/1 etre• t• &tt2 t 217Y r s va 2' 0.324CAPACITY REQUIRED°CORRESPONDING TO AN Ernbeanml0d tarstats fans tars r i-us 1-vs i•1rs inns t-1rs t-vc r tmks ACTUAL PRESSURE REQUIREMENT FOR THEy4AlSrons B13•Min.oc.1l2)2x6g1gla pip9f 1) 7110 t0a 780 W4 680tb0 1650105 1996 k1 540169 660Nw7W1114 748 ae Bio m4 1 ma 68a ns OPENING,WHEN IT IS LOWER THAN THE MULLION 4 `" O O
CAPACITY(FROM THE TABLE)OF THE SELECTED
MULLION.ITWILLYIELD AMINIMUM ANCHOR
R �
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. r 1.286`+� rRP57UCT REVISED
os complying with 4e Flrrift
FIGURE I:
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE. Bell=
Amcepti ca
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. E' 1t°6 )
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2116• By
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Dada
ANGLE CLIP MUST BE USED IN PAIRS. 126• 111 I I 117 I
4)SUBSTRATES,CONCRETE SHALL CONFORM TOACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED T ti�� q\�{...••• Mj{! ��i
YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE 6003 TS AND BE A MINIMUM OF.125'
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE),STRUCTURAL STEEL TO BE AT 1.26•X 2.11•X.126•MULLION
LEAST.12T THICK AND ASS.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) Nn.58705
THE MATERIAL.#10$#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S.
x•'• S'txTti 01' :' �,
slit
fry�:•'. A'LOR\OI':•'•C.\,,ti
A.LY tVWILIE$ •P.E.
FL P.E.#58705
i
TABLE15A
Mullion Co ookyTobto IbeW)
OpOning Width(tor vedicatty-sparring mteons)4rOponiog Holght(t4rh°rizortattVarrng tmtlions) 6m�iIN
501n BO in ?gin OD In so In 1001n 12D In 140 In 1601n yt O
Ractortpder 7rap'i4eng. Reafengainr Trap/iflang. fUofangWw 7rop7TdW4• !?aw4ngdar 7fap17derr0. Reaten8dnr Ttap'TddmlB. Reatnngutnr TmpJrdary7. f7eclanguier ttaptitiang. Rearon9u4nr TmpRdwlg. ft"twrgulnr 1tap mms- n
3.26"30 lnedng lnedn9 Loafing LondnB 1Aad7ip Wadrg Loading Lowing Loading tn4dn0 Londn9 Loadn9 Loedng 1Aad� loafing lubdn9 loadrq Londn9
DEG.AL
BAY MULL 1 1
MR co
426 1700 424 170.4 433 1704 744 170.4 478 170.01 86b 570,0 606 1704 992 170.0 519 170.6 1 111e 1170.01 621 1764 11240 i7p,0 52f 570.0 1468 170.0 82S 170.0 1535 170.0 6R21 149.5 1740 770.0 621
4044 170.0 708 VIA 624 170.0 850 170.0 604 170.0 egg 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 880 1522 1622 110.0 ON 130.5 1522 170.0 660 114.2 1622 170.0 080 _
50.02516 170.0 747 170.0 603 170.0 8011 170.0 031 170.0 1048 470.0 801 570.0 1185 170.0 77.1 170.0 5345 170.0 747 561.2 1443 170.0 768 138.0 1443 170.0 756 11?.3 1443 170.0 769 102.6 1443 170.0 760 -3
6414 170,0 ?97 170.0 612 170.0 968 170.0 691 170A 1118 170.0 754 170.0 1278 170.0 603 100.4 1353 170.0 837 144.3 1353 1700 855 120.3 5363 170.0 861 103.1 1353 170.0 881 902 1353 170.0 OOt IM C>QD
j ~
60 kr 170,9 ON Van 701 1704 1083 170.0 707 167.0 1218 t70A 070 148.1 1218 11110 944 129.9 1210 169.8 WO 116.9 1210 162.1 924 07A 1216 146.1 813 83,5 1210 148.1 913 73.1 1216 148.1 813 Mr'r
03 In 170.0 ON 170A 743 170.0 1110 170.0 No 1602 1160 168.6 033 131.4 060 553.0 614 ffilh 1150 1444 808 IDSA Ilan 134.2 885 81.0 1150 120.7 671 76.1 HND 128.2 870 654 1160 128.2 670 �
661.1 170.0 974 170.0 788 152.4 1048 565.0 B$1 5300 1048 140.6 904 114.3 Will 133.1 650 101.8 1048 123.4 an 91.4 1048 st04 830 78.2 048 109A ON 65.3 1046 100.2 816 67.1 100 408.2 810
c 116, 140.0 680 147.9 784 117.4 00 126.0 748 100.8 860 11&0 734 60.0 ODD 100.0 722 76.2 060 02.0 712 704 NO 02 703 6&7 ON 702 693 60.3 NO 76.5 on 44.0 660 784 088 � -I
Z
c, 7816 118.7 700 128.1 690 98.6 760 108.0 OTB BSA 780 03,3 683 744 74(1 03.8 692 60.5 700 70.9 643 59,8 700 75.7 835 409 780 85.1 821 42.0 700 67.1 619 374 790 61.6 017
7816 110.81 750 111&0 657 423 764 96.1 60 79.1 750 854 632 092 760 77.1 021 61.6 760 70,6 612 65.4 160 80.7 405 40.2 760 59A 694 39.0 760 682 688 34A 760 as 688 N 4 C
00 In 72.1 663 74.4 600F.32.0
567 62.9 491 61.6 609 64.6 493 45.1 ON 44.9 476 40.1 663 NA 465 38.1 5M 40.9 402
jr2 452 25.8 563 33.3 445 22.5 683 31.8 442 Z �0g h 59.4 486 91.1 443 485 51.5 436 i2A 496 44.8 427 37.1 496 3&8 421 33.0 496 38.1 41d 29.7 495 33.2 409 {p0 21.2 488 28,6 39{ f8.b 496 25.0 3� �106 in 41.7 391 426 353 M 354 348 20.6 391 MA 342 2&1 391 27.0 337 232 391 244 333 20.9 321 72.6 328 321 14.9 39! 17.6 315111 bl 38A 370 302 335 370 33A 330 273 370 284 326 24.0 370 26.3 320 21.4 370 22.8 310 19.2 370 20.0 312 305 N
12016 304 317 36.9 289 317 2110 284 21.7 317 22.6 280 19.0 317 194 278 i&8 317 17.9 Z73 (r•) C
144 In ITS 720 17.6 203
TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA: a it
AnchcrOo Itv Table Obal ANCHOR CAP.,„,,"
8utalmlo 2.7k Concrete 3.5k COW. Hollowcmu FdedCMU PT Wood Mew (Op S)X ANCHOR CAP.µ,
&is*Eke 1!4` 8 Eteo 3ri6'Eko il4"SS Eko 4f0 eteoi 87261eet Y126taei MULLION GAP.,�,„,Z" w
Anchor CUP Patterns Mah4r7ype Sli6 Eleaulmeon fl4 Ekauttmam UlOaoon 3116'EkaU1trom 114•ManUluaem Ascreoetor Unmown AMeOeta Scmw(05)Bomw(W) Setow(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Edge Mime no): r 2-512' r 2.1ir 3.1x8' i` 2-1n• 1' 2.14r r 3416' r 0.48• 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
Embadnmt On>: 1.'454• taro taro• 1.314' r 1.114' 1414• 1414" 1.114• 1-1r4' 1.114' r 111!8 1410' wdea ACTUAL PRESSURE REQUIREMENT FOR THE
2AmtWe696"kOn.G.C.rP)245ArgW Ciipet .s 39063 390 ft 45D 6s 890 brs 17006e 27068 280168 354lbs -74-0iba MIb4 720 ibs 946611 N1 an, 442nb SBO IDs OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Amhae
oil
M NSAD&Cl"I(Fig,27 780 lb, ?80 9m 790 W 1070 its 25M be 540 Do 5801bs NIA 1120Ibe 748 Do 880 It's 46921b4 021bs 88516e 1120 IDS CAPACITY(FROM THE TABLE)OF THE SELECTED
OAmborsa Z71`MM.0,CJ 246Aft&C9p31 .3k 152pm4 H20 firs 958 tba -2F46 i4 ER Or; 7UA 8{0 ibs NIA 1059 ft WA 132064 NIA 1022M In?ms 168064 MULLION.IT WILL YIELD A MINIMUM ANCHOR �
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
FIGURE 1:
ANCHOR CAPACITY TABLE. $RODS 6EVd71SEDFIDtidg
TABLE NOTES: Bultdillim
Aaaapro44e No lc-czi8.0
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. PlraNm lhle ?D2rI
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. By
FIGURE 2
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Mi DOka Product
11111 III
H)MULLION AND MULLION CLIPS SHOWN ARE NOT IM SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 126' `�x1)�\(l....,d :e. f? r
HOLES TO 8E DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. T 0145 !
30' ;' 1G C^'
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3250' �': i`O''.18105
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90.WOOD SHALL BE PRESSURE TREATED
o o YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.125`
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT !D t�
LEAST.126°THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION �}'. tA7FILI z:
'OF �'
THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. FLORID.:•' �G
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS.
A.LiiNN MIVA P.E.
FL P.E.#58705
TABLE16A
Mullion Capacity Table bstf?
Opening Width(for teNcaly spsmllg mullions)or Oponing Holght(for Mdmnla*spelWrg mUpans) y�7'�
SO In oo In 701n 00 in 90[a lo01n 120 In 1401n 1801n - o
Rwtalgkd TtepMong. Rodangtdar TreplTdalg. Recta,gula Tha"an9. Ractan9dar Trepirdalg. RectonOda Tho"ang. Root-neuter TlaplTdara Realan&v TrWTdmg. Raclangd47 Tmp1711ang. Rmbn0ar TrWilleng• a
3,25"46 Leading toodn0 Loafing Loodng Lowing toadn9 Looting Load-mg Looft Londng Loadng Loading Loafing Lowing Lowing Lowing LoednO Lowing �Y
DEO.AL
DAY MIs ULL
P"
421n 170.0 020 170.0 435 170,0 744 170.0 478 170.0 800 170.0 508 170.0 O 2 170.0 519 170.0 1110 170.0 521 170.0 1240 170.0 521 170.0 14118 170.0 621 170.0 1735 170.0 521 180.3 1071 170.0 621 3
401. 170.0 708 170.0 67A 170,0 050 170.0 581 170.0 082 170.0 630 170.0 1133 170.0 881 170.0 1275 170.0 077 170.0 1117 170.0 880 103.7 1637 170.0 880 140.3 1837 170.0 880 122.0 1537 170.0 SOD a N
60.02561 170.0 747 170.0 583 170.0 098 170.0 831 170.0 1046 170.0 084 170.0 1106 170.0 723 170.0 1315 170.0 747 170,0 1494 170.0 750 147.1 1552 170.0 758 129.1 1552 170.0 758 11&4 1552 170.0 750
51 h 170.0 787 170.0 612 170.0 050 170.0 891 170.0 1116 170.0 764 170.0 1276 170.0 003 170.0 1134 170.0 037 165.2 1455 170.0 658 129.3 1455 170.0 881 110.8 1455 170.0 081 07.0 1465 170.0 001 m M 0
60 In 170.0 805 170.0 701 170.0 1003 170.0 797 170.0 1240 770.0 078 157.1 1309 170.0 944 139.7 1308 170.0 000 128.7 1300 163.5 094 104.8 1309 157,1 082 00.6 1309 167.1 882 78.8 1300 167.1 902
J
831n 170.0 830 170,0 746 170.0 1110 170.0 650 182.0 1247 170.0 810 1425 1217 184.6 083 120,7 1247 1526 985 114.0 1247 144,3 852 064 1247 138.2 ON 61.4 1247 135.7 936 71.3 1247 135.7 035 W 7
Z
8a in 170.0 074 170,0 760 170.0 1180 170.0 903 145.4 1780 163.7 005 128.0 1190 147.9 845 INA 1190 138.5 028 103.8 1100 120.4 014 88.6 1100 110.5 688 74.2 IND 118.1 003 64.9 1190 118.1 003 J
7261 187.8 1010 189.8 677 134.7 1010 144.6 058 115A 1010 127.2 612 101.0 1010 111.7 028 80.0 1010 105.8 817 80.8 7010 00.8 807 87.3 1010 80.8 785 b7.7 1010 87.6 780 305 1010 01.7 780 Z
761n 137.4 908 14&6 702 114.5 800 122.0 775 96.1 900 107.1 761 85.9 ON 082 749 7&3 006 00.2 738 68.7 008 623 720 67.3 900 74.1 7ta 40.1 000 71.2 710 420 006 70.8 708 � � .�-•
F- }
781n 127.1 861 1326 7% 105.0 881 1126 738 90.a 001 08.0 725 70.4 681 65.5 713 70.6 Bal 01.0 703 03.0 061 76A 894 W.0 861 60.1 081 454 081 84.6 875 39.7 881 03.7 872 Z Q a N C
go in 62.7 646 85.4 574 6&0 649 721 644 69.1 646 62.8 5% 61.7 816 50.1 545 40.0 648 50.8 537 NA 816 47,0 530 34.5 fila 41.6 510 3BS 848 38.2 511 26.0 816 38.6 607 Q lb Z
96h 882 500 70.1 605 58.8 680 69.1 !BD 4&7 688 5tA 401 42.0 688 45,5 487 37.9 588 41.4 *3-4.1568 470 28.4 606 33A 459 24.3 566 30.5 452 21.3 586 26.7 44770044 47.0 MB 48.9 405 3B.B 449 47.2 389 34.2 418 95,7 383 20.8 449 31.7 367 Zfl8 448 20.9 377 20.0 449 22.7 380 17.1 449 204 367 16.0 !IB 10.8 356Ill In 44.1 425 45.0 385 38.6 !2b 37.0 370 31,6 425 32.0 373 27.8 425 28.1 307 24.5 420 212 366 IBA 425 20.7 350 75.6 125 18,0 343 U)120 In 34.9 3% 35.5 33t 28.1 384 2D.0 328 24.0 384 25.8 321 21.8 381 228 317 19.4 301 20.5 309 Q Z Q
144 m 20L .2 263 204 233 16.8 253 17.1 230 .@ t'n go
N
TABLE 168 ANCHOR CAPACITY ADJUSTMENT FORMULA: L 8 e�Aw
AnchorCa acl Table lb9 DP•, /ANCHOR CAP.,.",-)=ANCHOR CAP.- g
Substrate: 27k Conolete 3.6k00114. Hoamcmu Edea CMU PT Wood WWI ( )X`MULLION CAP.,,•,,,,,,,//
d18'Eko 114.88 Eke 6115-Elco 114'88 Elco 11o8teal OMNI[ 0128ted
AnehorCllpPetlema AnoMrTYPa 3118 EkOuuocon 114 l7coUm000n 318'EkoUlVaon 1/4•EkoUNaoon
UlOmon AppleOelOr Uameon Aggre0alor SaRW(65)sarew(05) svow(G5) U3ETHISFORMULpTOOBTAINTHE°ANC OR
Edea dstenea Ml r 2-121 1 �2E.Ire 3.118' 1• 2-1rr I' 2•Irr z 3•tle' r 0.46• 0.64 9.3z4 CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment gn7 1.314' tale 'INC r 1-117 1414' 1-111' 1-v4• t-114' 1.1/4 r fal8' 1.318' ,edea ACTUAL PRESSURE REQUIREMENT FOR THE
2Malaro®6•MIn.O.C./(2)236 Angle eap3!(Fp.17 390 ma 3909w 450 m1700ms 270 ms 2801bs RLM 740 me 3741 7201ba 0489rs 3411ea 14216e sae lDs OPENING,WHEN IT IS LOWER OF THE EMUWON
IELD A MINIMUM ANCHOR
4Motare®3A•66n O.G I R)2a6Anpk Clips 1019.21: 780169 780 ma 780@25251hs 5101ba 680lbs wA 1120IM 74811WCAPACITY(FROM THE TABLE)OF THE SELECTED
BAnciwe 2.11.60n O.C.!(2)2xs MWe /1F0.3L 1120166 11201Ds 058 m240 iba 22511bs wA 8101bs wA 10591be WA 13201be WA f0229re 1327 me 1880 n>e CAPACITYIWHICH T WILL YMAY EUS TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITYTABLE. PRODUCT'REVISED
as Complying wilh Tho Flod&
FIGURE 1: lluilding Code
TABLE NOTES: ACcapmncet•!o 1(o•O`ll$.e53
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, Ex imtlmDale 2021
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By
Mtam Cmduat
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ���\pC��\YNN hgtl��;
a HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL.RESTRICTIONS SHOWN ON SHEETS 21-23. 125' 45° �� , '�CONSF
FIGURES ��-
SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.260-
X10 ri8'Oa
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED _
a YELLOW SOUTHERN PINE W ITH AN SG OF 0.55.ALUMINUM SHALL BE 8083.76 AND BEA MINIMUM OF.125' f�
THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046°THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 461 BAYF
%^C1-•�° $ �� - j
LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION 'A S ATL-O ;'�ti•`
THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. '��` •.F7.ORtP�'•'• G,
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS.
A,ClNNIfy()IG2f; E.
FL P.E.#68705
H1.000°H Imo"1.260"--I
--� 1.000" rte-- ""1 1.000"
-� 1.000" p- -{ 1.000' .125"
�- I- t26e" -I
p n
a171
5" Ir 6Y
.125" 125° 2.760°
2.760" .125' 3.125' 126" 3.188` I d
2.000" 2.000' 125"
2.118' N
L 126" L
376" ' 1" L 125° 0 N W
600"
{ -f T -T T Boo" F � W
1'XTX.126"MULLION 1'X2"X.375'MULLION 1'X 2.75'X.375'MULLION 1'X 2.75'X.850"MULLION 1"X3,125°X.5'MULLION 1.25"X3.188"X.265'MULLION 1.26'X 2.11'X.126'MULMON N
6063-TB ALUM. 8063.76 ALUM. 6083.76 ALUM. 6063.76 ALUM. 6063•T6 ALUM. 8063-T6 ALUM, 6063-T6 ALUM.
XSECTION XSECTION XSECTION XSECTION X-SECTION X-SECTION X•SECTION WWN o 0
on Z M
f0
_ J
,125"
II I 2X5 ANGLE CLIP TABLE Z �• N
STANDARD CLIP I Dimension Value(In) For Mullion: g
6083 TB ALUM. 6063-T8 ALUM. L] W
2.000' I XSECTION I 2'126" 2U-CLIP .000" XSECTION A 1,828 J D. Z
I LI . 1'X2'X.125*
6053-T6 ALUM 125' B 2.654 Aluminum
,125' X-SECTION FZZ U z
p
C 0.895 Tube Mullion ¢ Z�Z Z cc `o
125" I Q D 0.740 N Q $oma
J A 1.126z
.74D"F B 2.404 1"X2"X.375° LL1 0
6.500 Aluminum W y
3.126, 1 CUTHERETO .375" C 0.835 Tube MUIIIOn (j Q 0r
5.000'
.375" CREATE F•CLIP.SEE MIN. 9 .375°MIN. D 0.490 act W y
MIN. DETAILF.SHEET4 F
A 1.875 _
-------� I ---------i A A .338"MIN. --------------------- B 3.000 1'X2.75"°X �
U•CLIP A F--------1
L_ _____J L-------J 6063-T6 ALUM. `' -------------------'' 2X6 ANGLE CLIP C 0.757 .375 Aluminum
TOPV12N 6063-T8 ALUM. D 1.118 Tube Mullion
L TOPMEW
rp STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .450 Min.
6063-T6 ALUM. DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE A 1.312 1'X2,75"X
CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR
WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+1/16. B 3.000 .650"
SHEETS 5.17 FOR THE ANCHOR O.C. WITHIN THE DASHED C 0.478 Aluminum
DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE Tube Mullion
DIAMETER:ANCHOR DIAMETER+1116'. SHEETS 5-17 FOR THE D 0.836
ANCHOR O.C. TABLE B
DISTANCE,MAXIMUM PGT Part# A 2'� 1"X3125•X �xoDucr RBvlseD
6.500` .375" ANCHOR HOLE Mull Dimension(sheet 4) B 2.837 B comilding odeng I*-FIadhj
DIAMETER:ANCHOR Mullion Std.Clip OffsetClip U"Clip Angle Clip .500"Alum Building Coda
.375' MIN. DIAMETER+1h6". OA 0.883 Tube Mull AcceptmnceNo��O'021 .03
MIN. 1"X2"X,125"(5) 66605 666113M 6661118M 666243M 666511M 1.137 piratl Dale 1021
r---- -------I------------� 1"XZ-X.375"(6) 686006 666114M 6661119M W6244M 666512M 2.625 BY,Mien AadoproduM
1"X2.76"X.376"(7) 66607 666115M 6661120M 666245M 660513M 3.282 X,205"Alum
e 1"X2,75"X,650"(8) 68008 668116M 6661121M 66624 MM 666514M 0.862 Tube Mull �\� '
1"X3.125"X.500"(9) 68837M 6881116M 8681114M 686242M OWS16M 1.782 \�� ��y 41'55 fylz-F
I 1 I 11.26-X2.11"X `{.��''�\GkNSB ;4
I 1.25 X3.188"X.285'(12) 66841M 6681117M 6661113M 666241M 660516M A 1.813 .121"Alum
-------� ------� 587p!i
I 1.28"X2.11"X.125'(18) 69370 NIA WA WA 866517M Tube Mull
�''�: Ido•
C Ly
OFFSETCLIP NOTES: �•� (/ LU
6063-T6 ALUM. �, 1;
.125*
"�:f"7•,J:
I TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 5'IA
.126'
�:p`�''•.FLOR10?;•'�C�\�'
2)SEE SHEETS 5-20 FOR SUGGESTED.APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE.
A.LYN/I 1 �15 E.
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL P.E.#58705
-� t.Doo• f-- --i 1.000- 1.052°
goa• r-- 1 740•
.083' •3W
062. {�{ .125" i i--A26-
4.000"
---A26" �p4
082'
4.000"1' i •126°STANDARD CLIP I 6n
4.000" 4.000" 2.625" 2.000' 6063-TBALUM. I 2.125" 2XSANGLECUP d
u•CLIP 2.000'
.125" XSECTION 6063.76 ALUM. 8063-78 ALUM. N
I I XSECTION ,125°
.125" .126° .125' X-SECTION 777M 1A fn
631' �--' O V1
.126'
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
.125 165"� DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE j 2
.375' .376' ANCHOR O.C.DISTANCE MAXIMUM ANCHOR N
T HOLE DIAMETER:ANCHOR DIAMETER+1/16°. - W � o OO
1'X4'XA25'I VX4•X.376" 1•X4'X.375" 5.600' 6.000• m Z m
MULLION MULLION 'T'-MULLION CUTHERETO 375' O t0 J
6083.78 ALUM. 8083.78 ALUM. 6083-TB ALUM. ,376• 3.126' `._CREATE FLIP,SEE '37� ^MIN. ,� (/3
X-SECTION X-SECTION X-SECTION MIN. DETAIL F.SHEET4 ' LU
1.260' I .375" r--------- -----------i 376' z 2
r-------'1 r-------� CENTER OF RHOLE1 I = O
1.250° 1.250° I I I I I I MUST E WITHIN i I MIN. Q a r
I
I I I I I THE DASHED
I I I I I BOUNDARY.SEE j j ~~ V Q p� O
I I I} I I F SHEETS 5.20 FOR I Q Z N
.THE ANCHOR O.C. F 4------ 1 CFn-
o.o
3.94• i i I I 1 F I
DISTANCE.
MAXIMUM I I W 0 $
3.250' 3.250' I I I I I ANCHOR HOLE 0: J Y
I I I I I DIAMETER: I I J ?rn rA
.160° .100° .100° L ______J L_______J ANCHOR L_____________________� U O Q ?
I DIAMETER+1116'. Q O O
.106' _ 2X5 ANGLE CLIP �gO�vOQ
•814• .6i° L STANDARD CLIP U-CLIP
6063PVIEW
-T6 ALUM.
CENTER OF ANCHOR HOLE MUST LIE 6063-TS ALUM. 6063-TO ALUM.
•-1.020" I+� -1 .820' Ir- --1 .826` F° WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW
1.26'X 3.25"X.100' 1.26'X 3.25'X.824' 1,25'X 3.04'X.624• SHEETS 6.20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT.
MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Olmonelon Valus(In)For Mullion: Olmenslon Volue(In) For Mulllon:
DIAMETER:ANCHOR DIAMETER 1/16'.
8005-Tb ALUM. 6005-76 ALUM, 6005.75 ALUM. 7 C4' F 1.938 1.25'X3.25'
XSECTION X-SECTION XSECTION G 1 DDO 125' G 0.500 X 824°
5.600 H 2.680 Alunlnum H 1.438 Aluminum
�����(-----------------------���, 3.489` "� I 3.000 Tube Mullion 1 3.260 Tube Mullion
2.881' QAL .375• I .375° F 3.187 1'X4"X F 2.8251.377 •125' MIN. G 0.757 .375' G 1.125H 2A30 Alunlnum H 1.600 AluminumF..MUCTREVISP.D I 3.260 Tube MullionI 3.000 Tuba 8°P m complying with the FloridF 2250 1.26'X3.26' F 2.813 30°Be MuN BuildingCode ),-max,
G 6760 X•100. F 2.875 45°Be Mull Acepaui pb.125' I I H 1.600 AlunirexnP.125' 2.250' 1 I I I I I I 3.250 Tube Mulllon By�° MI Dada Product
I I I TABLE D
45'BAY MI I260' II POTPBrtd LYNN /30'BAY MULLION 6083.78 �_______� �_ _____� Mull Dimension �\ 41/8083-T6 ALUM. I X-SECI (sheet f/) Mulllon Std.Clip Offset Clip U-Cilp Angle Clip �� 1,0••'•• •X-SECTION 1'X4'%.126'(10) 89384 868111M 66611122M 868241M 880510M ��
G OFFSET CLIP
T I I .125' I 6083•TOALUM. 1'X4'X.376'(11) 66610 680112M 6681123M 6116242M 666519M �,` 140.56765
.228'1 �-••.98,-4 •228• �•9B1'~ .740" TOPVIEW 1°X4'X.376'•T(11) 66853 666112M 6661123M 666242M OWSIAM _ =_
NOTES: @ 1,26'X3.25'X.100•(13) 20100 0601127M 6887124M e662410M 8660116M :�• b / 4�,
1 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GNEN ON THIS SHEET. 1,45'X3.26•X.624•(14) 20181 888112BM 8687126M 8662411M 8685116M '•b '•, (_�1f.
1.25'X 3.84'X.824'(16) 20162 6881117M 6661126M 866241M W0617M "1 E
30 DC4reo(19) 86649 WA WA WA 8885110M ' •.FLORIOP'�\�.`
2)SEE SHEETS 520 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS, qb p��(20) 66850 WA WA WA 8685111M $(1�(J
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, A.LFL R,I.E.
FL P.E. 58705
TABLE
Mull Dlmenslon PGT Part#
(sheet#) Mulllon Std.Clip U-Cllp Angle Clip •125° i J{f-.tzs' -.{I• ,125'
2"X4°X.25"(16) 66602 866261M 666271M B665112M °
Ir x o
2"X6"X.25"(17) 66604 666262M 666272M 6665113M W41
sTANOAROCLIP I U•cLIP 2X6 ANGLE CLIP ^803.76 ALUM 6063-TB ALUM. 8OB3-Te I ALUM.
S2.000' XSECTION 2.125 XSECTION 2,000•NOTES: , Lo
125" .125" .125'1)HOLES TO BE DRILLED IN THE FIELD FOLLOWINGDIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. T 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE I -1 490'-�-IT O
HOLE LOCATIONS.
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. co
5500' U
CUT HERE TO 5.000' 375' W o O
3.600'� CREATE F-CLIP, OD z o H
2.000' .375' ¢ I_SEE DETAIL F. .375° �K ,375' �- MIN. Z N
MIN, r SHEET4 MIN• f O J
Z
--
r-------- ---�-- -------1 - T---------------------� Z W
'Z
1 i Z
4,000° I I ¢ :3
4 -I-- --- --I- 3.438' + 3.438" Q --------I F 0
.250' 2•X 4'X 25' I I 3.438' j Z Z Z N C
606346ULLIONALUM. j I I i I 376' fQn Z N I0 8
X-SECTION I I I - I I to
I I --� -- - L---------------------J MIN. W 0 Y `�
L- ------ ------ -----
L- STANDARD CLIP 2X5 ANGLE CUP U Sc Q O O
)-CLIP,6083-T8ALUM. Q,
CENTER OF ANCHOR HOLE MUST LIE 6063-TO ALUM. SED FOR 2'X 4'MULLION.SHEET 16 CENTER OF ANCHOR HOLE MUST LIE go3•T8 ALUM. d y.,fq (q
.250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOFVEIN m O
SHEETS 6.20 FOR THE ANCHOR O.C. TOPVIEW SHEETS 5-20 FOR THE ANCHOR 0.0. g �ow
DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE $ m o�
DIAMETER:ANCHOR DIAMETER 1116'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER ANCHOR DIAMETER 4-1/16'.
SHEETS 5-20 FOR THE ANCHOR O.C.
5,500' 77F
M ANCHOR HOLE
CREATE F TO DIAMETER i 1/16". 6.000"
2.000° 3•�0" i CREATE F-CLIP,
.375' SEE DETAIL F. '375° .376"
MIN. r-SHEET4 MIN' MIN.
.375"
------ ------ -------------1
I I I I 1
.'•800UCT RBVIS[.D
oa complying with the Blod&
I I I I BnlldingCode
I I I I I Acceptance No I b 'Zi$.03
E pitation,Dafe QO$
.260° 6,000° ¢ -�-- - -�- --j- 4.888' Q t 5.436° +--------i Mlan Hodud.
I I 111llllllr,
j I I 6.438" I 6.438'
a:.•'' CENSE
1 •.•')1 ��
YXg°X2b" I I I I I I C'
MULLION j I I I I _ �C
6063-TB ALUM. i I I I No,58705 -
XSECTION I I I .375° �.
I I I II
1 I I L---------------------� MIN. •11'.
STANDARD CLIP U•CLIP 2X5 ANGLE CLIP
2b0' 6003.78 ALUM, 8083-TB ALUM. 8083-76ALUM.
TOP VIEW USED FOR 2'X 6'MULLION.SHEET 17 TOPVIEW
TOPVIEW A.Lr YE.
FL P.E.#58705
7FXAjINGICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.1/4'.THE OPENING REQUIRES A DESIGN PRESSURE OF*60.01-60.0 PSF.
1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32+32+1'�5•.REFERENCING SHEET 25,THE COLUMN USING o i ,^,t
ANCHORS BJ HEAD RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.1W AND WILL MEET OR EXCEED THE REQUIRED n x
DESIGN PRESSURE OF+60.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE.
0
SEE FROM TABLE 3A,SHEET 7,THE 1"X 2.75'X.375"MULLION(LENGTH=72",OPENING WIDTH=70)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+F58.3 PSF AND WOULDN DETAIts, NOT BE SUITABLE FOR THIS APPLICATION.23 FROM TABLE 4A,SHEET 8,THE 1'X 2.75"X.650'MULLION(LENGTH=72',OPENING WIDTH=70")HAS A DESIGN PRESSURE OF+1.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 6'OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N g OT
LENGTH 4 2 USE TABLE 40 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)012 ANCHORS AND THE 2X5 �•;
LANGLE 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 `•'
DETTAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL 0
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 = LLLLLL=111
23 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATESAND FENESTRATION PRODUCTS TO MULLION. N
fY i
IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITHAN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY,.W LU o
NO ANCHORWINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: to
32'-------yLLwtDTH (60 PSF)X( 636 LBS\=624.9 LBS (MAY BE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) 'J
-I
OPENING WIDTH 72.7 PSF/
7
z
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADERAND SILL.THE WINDOW FRAME DEPTH IS 2-318".THE OPENING REQUIRES A j W
DESIGN PRESSURE OF+50.0/-55.0 PSF. Z
r �
FOR THE VERTICAL MULLION:
Q N o
1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'~72"+1'=106'AND THE OPENING WIDTH IS 36"+38°+1'=73'.REFERENCING SHEET 25, t— Z
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 23/6•AND WILL J 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.
w 0-
FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.375'MULLION(LENGTH=106,OPENING WIDTH-80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-16.1 PSF a
MOLLWIDTH AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 12A,SHEET 16,THE 2°X 4"X.250'MULLION(LENGTH=108',OPENING WIDTH-80')HASA DESIGN PRESSURE OF+1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS d Z go (1)SEE FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. mo
SEE DETAILS,
32FENESTRATION 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
PRODUCPS ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN
APPROVAL THE 73'DIMENSION(35-1/2'+35-12'+2'=73').
r r �- 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED
CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO
MMAINTAIN THE FASTENER'S EDGE DISTANCE.
MULLION
USING THE STANDARD CLIP WITH(6)3118'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12"GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND
MULLION `SEE SEE
LENGTH DETAILS. DEraLE, THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
O6 SHEETS 2.3 SHEETS FOR THE HORIZONTAL MULLIONS:
PENING
HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X.250'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER
FOR
HORIZ. MULLION TYPE COULD BE CHOSEN. PRODUCT RBVISBD
MULLION 72• oswmplYiR{with Yta FlDflb
1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 321+72'+2"=106*.REFERENCING SHEET 25,THE COLUMN USINGTRAPEZOIDAL/LRUWGULAR LOADING MAYBE Building Godo
USED.FROM TABLE 12A,SHEET 18,THE 2-X 4"X.250*MULLION((a3 LENGTH-42",OPENING HEIGHT-120')HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE Acmptmw No16.02)8.03
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. •piret�-Mxvlm
gO$
SEE
DETAILS. 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8- By
SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE B",CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH Miem Dade
23 (4)3116"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1"GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED1/
ANCHOR CAPACITY OF 521 LBS. \,���*CN•( LYNN�,1li(7iji�i
LOPENING
3d',HOtOZ. 43a',HORIZ. 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-0LIP SHOWS THE ANCHOR 'ULLLENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. •:r
FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: _
+/.64.7 PSF FROM THE VERTICAL MULLION; •v•','• g , •: Ct"
+/.170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU;
+/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHINGTO THE VERTICAL MULLION(INTERSECTION). ()'•, S'AfE U• 4/
�J
THE LOWEST DESIGN PRESSURE IS+/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. %�`�•S',.FC OfiIOi",. ('�;��
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM,THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION
PRODUCTS.WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYNN M11111; 3,P.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705
EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL?RIANGULAR LOADING:
tee
I PW PWS o
t �Y
I �+
SHlDH SHIDH SH/DH SH/DH i PW co
PW ZN d
4 / / w
It
I S
LU
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j
00
/ LU CD
Im
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I / / / n / N
[� C] HINGED ? J
DOOR �
I
!GO
LOADING OF VERTICAL MULLION
PW I LOADING OF HORIZONTAL MULLION LU Z
I LOADING OF HORIZONTAL MULLION 111�---- .— �•
PW
I a •�Z
PW PW MSH.H
N U' Jiro
/ / I fn
I PW Z
I /
co
SH/DH SH/DH SHIDH SHlDH I Q � a O O
4 4 I
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I
�Pw
PW HR
1
I
I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
MULLION
P I -2GQUCT REVISED
HINGED PW PW i NOTES: y
DOOR
u complying Code ti+o Flpida
1)DRAWINGS ARE building Code
RERESENTATIONS OF TYPICAL AccerAmcc No p
j
PW CONFIGURATIONS. E imU Dote 20
I F, CONFIGURATIONS NOT SHOWN D
/ / / MAY BE EXTRAPOLATED FROM Miran awc
roduct
o c I THOSE SHOWN.
I
n j 2)IF THE LOADING TYPE CANNOT
l(v� I BE DETERMINED,USE ;�1�pN'�,......,M!����.,�
I PW RECTANGULAR LOADING. \ ,�,•' \GENSF •Q
PW PW I �•.• .'ir ':
3)SEE PRODUCTS'APPROVAL FOR Na 58705
ACTUAL ANCHOR LOCATIONS.
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I L
/� �JPANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j I•
I
JIGD •�(� STA'fL•OF k!:
n. .
I
S, Ip�
LOADING OF VERTICAL LOADING OF HORIZONTAL A.&,NI(AI).4OR1'd.E.
MULLION MULLION FL P.E.9 58705