HomeMy WebLinkAboutProduct Approval (2) RECEP.•.,U JUNs�-�-GQ�o r w
CCUi°�i'�' I®iY
MIAM REVIEWXD RIR MIAMI-DADE COUNTY
DATE — PRODUCT CONTROL SECTION
DEPARTMENT OF REGUL 8A JOB 11805 SW 26 Street,Room 209 .
BOARD AND CODE ADMIN �®N WILL BE MADE. T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidRdLgov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section (In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.
-
1 rue
uAmriTeun. IDESCRITON: Series VGTCL p
APPROVAL DOCUMENT: Drawing No. 630038, titled "Impact--Resistant Aluminum Tube Mullions",
sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B
dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product
Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade
County Product Control Section.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
` distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA#14-1105.01 and consists of this page 1 and evidence pages E-1 and
E-2,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.16-0218.03
MIAMI DARE COUNTY Expiration Date: May 26,2021
f/416 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 10/10/1.4, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed
and sealed by Marlin D. Brinson,P.E.
(Submitted under NOA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010
and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed
and sealed by Anthony Lynn Miller,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
Manue a ez,P.E.
Product Cont of aminer
NOA N . 6-0218.03
Expiration Date: May 26,2021
Approval Date:April 14 2016
E-1
e
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-511 Edition (2014), dated
February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn
Miller,P.E.
2. Statement letter of no financial interest, dated February 15, 2016, issued by
manufacturer,signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
02/12/15 and expiring on 05/26/16.
Manuel ,P.E.
Product Contr I E miner
NOA No. -0218.03
Expiration Date: May 26,2021
Approval Date: April 14 2016
E-2
tD
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: Oil
NON-IMPACT OR LARGE AND SMALL DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FORTHE
MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERALNOTES...........................1MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS............................_.1o
ELEVATIONS..................._...._.......1 FIGURE E 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULLio2xw000........_.._..........2MULTIPLE OPENING WIDTH FOR VERTICAL MULL- -{ ARCHES TO BE MULL TG IX&MASONRY_...:........20
MULLIONS / I INSCRIOED INSIDE HAVE BEEN TESTED AS"FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY AT TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES._................2
/ "� SEE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN 114'FROM THE CLIP. MULL TO MASONRY..................._.3 Lo
A-D,G,H; SHAPE MULL 70 STEEL STUD...................3 N
_SHEETS 2.3 03
3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE W INDLOADS CORRESPONDING TO THE REQUIRED MULL 70 MULL................................3
�'I I �•�� DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED
ANCHORERNATAECS...IPS....._.............3
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS, AL7ERNA7A7E CLIPS.....................4 0 F
BAY MULL INSTALLATION..............4 LLl
1X27 X.MULLSPECS
SPE.S..........b J
4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE ? _
1 X 2 X.375 MULL SPECS....._........8
INSTRUCTIONS. 1 X 2.76 X.375 MULL SPECS..........7 $
1 X 2.75 X.65 MULL SPECS............8 w Z �8 m
SEER DETAILS
u / I III /III 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 Im O o O
I _ I \SATMRUT. ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.125 MULL SPECS._............10 F roi U)
SHEETS 2.3 A-^ I - _ 1 1 X 4 X.375 TUBE MULL SPECS....11 Q
1\ I
SHEETS 2.3 ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1 X 4 X.375 T MULL SPECS........11 ~ LU 0
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25 x 3.188 X.265 MULL SPECS...12 �
OPE LNG 1.25 X 3.25X.100 MULL SPECS.....13 Z LU
VERT. HEIGHT 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.824 MULL SPECS..-.14 — 0 �
MULL FOR 1.25 X 3.94 X.624 MULL SPECS.....15Lu
LENGTH HORIZONTAL 2 X 4X.25 MULL SPECS................18
SEE DETAIL E, MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST J Q Z
2 X 6 X.25 MULL SPECS......_........17
SHEET 3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q (A
1.28 X 2.11 X.125 MULL SPECS....18
AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT z
30'X 3.25 BAY MULL SPECS.........19 Z (— QN p
REACTIONS. 45'X3.26 BAY MULL SPECS.........20 Q O Z
MULLION&CLIP DIMENSIONS......21-23 1-- Z y, ..00 O
FENESTRATION
0)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NONS EXAMPLES 1&2..............................24 In - if t
PRODUCTS MAY LOADING EXAMPLES......................26 W
'BE OF ANY TYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
/ MUST BE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH Z 1n ()
BY PGT.CNRED PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q L7 Z:O O
", I--- 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. g �'O sD
/SEE DETAILS € ma"
A-D,G,H; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
How20NTAL SHEETS 2a WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA.
I-- MULL
LENGTH HORIZONTAL
MULL
LENGTH INSTRUCTIONS:
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFP)FOR THE OPENING USING THE ASCE-7 STANDARD.
MULL OPENING WIDTH
_ I^HORIZ.MULL LENGTH-1 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
-°I LEN,GyTH I'- _� � �, 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR-OR'TRIANGULARRRAPEZOIDAL'.
p - I OPEN — 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFT'1 FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING PRODUCT REVISED
l HEIGHT THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE He,�ding Code IN u,e hlbiLQ.
,d FOR VERT. MULLION CAPACITY(LBSIFT'1 OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FP)FOR THE OPENING OBTAINED IN �Vg'•
OPENING MULL H�iO, y AcecplmL[a Nu
HEI
LENGTH MULL y MULL STEP 1). B pileli 1]ale L2Q�
L IL LENGTH
5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE BY
_ REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. MMI .h.ducl O]o
OPENING WIDTH 8 FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE �\\\\�"{ LYNN 4Y7////�
SINGLE MULLION SINGLE MULLION FOR VERTICAL MULL ) ...........
OPENING WIDTH ANCHORISUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR `` \\Q.•
FOR VERTICALMULLCAPACITY IS MET. F�a�`..••v\CENst '••F�
SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 7)IFTHE MULLION CAPACITY(LBS/FT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE : A.:` No.58705 •T /
�- FROM FIGURE 1 ABOVE. OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS
VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATEwv
/ �
OWSTANDARDS USED: 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION '��O :•�U
.2014 FLORIDA BUILDING CODE(FBC),5TH EDITION CAPACITY(LBS/FT-1 OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION •'-„FLORLOP.••
•ANSIIAF&PA NDS-2012 FOR WOOD CONSTRUCTION PRODUCT ASSEMBLY. �� S;5•• •”••• \J��
-ALUMINUM DESIGN MANUAL,ADM-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT, . ! 1
A.LMM I F`�.E,
•AISIs1o0-07/S2-2010 FL P.�#58705
DETAILA: DETAIL B: MuuloN C °�
MULLION TO 2X WOOD BUCK C.
MULLION MULLION ATTACHED TO 1X SUCKSTRP iYP.ANCHOR
OR WOOD FRAMING WOOD BUCK AND MASONRY � PER SUBSTRATE,
TTACHHMENT SEE SEE TABLES 10.188 g� 5!
A
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BEE NOTE 1, LO
N
. m
I I MULLION SHEET 1
^ I i '•: •. •.�: � N� N
I t o I I •••• Z W
d I I SEE SHEETS MIN 2,7 KSI ••• EOG E 0
21-23 FOR HOLE / d j�I 1 I CONCRETE OR CMU• _____DISTANCE, J W
I aaa------��� I. I I SEE SEE TABLES =
EITHER THE I I LOCATIONS I
STANDARDO ^ I ° I EDGE DISTANCE 1B•16B d' U)
LCCLIP
SET MULL a EDGE m m I n FOR MASONRY Q
MAY BE I I FDOR WOOD I I I ANCHORS m ♦•-
1
TALLEDBY d u SCREW9 n° ° I SIDE VIEW Z U)
S METHOD. ° 250'MAXFOR
V ALL MULLIONS d, \ d n EITHER THE O
q ° STANDARD 0 U zq' m
OFFSET MULL z >
- u de
CLIP MAY BE Sd 2'� �l?L
d ° °
INSTALLED BY H z
d EXTERIOR ��. TmsMEmoD. Ul
d CE G Q r r
d
DISTANCE {— Z
d FOR Z Q -
O
MASONRY `\ ° m Q Z 0
THE OFFSET CLIP IS ANCHORS � °' U)
RECOMMENDED FOR y
iR
iR'
FIN•FRAMED
EXTEIWINDOWS,BUT MAY 4 K FQ Y Y
cf. cn
ALSO REUSED FOR
OTHER FRAME TYPES. Z Q O O
Q Z
` g �£O so
TYP.ANCHOR �i 5� �
TYP.ANCHOR
PER SUBSTRATE, PER SUBSTRATE,
TYP.ANCHOR SEE TABLES ATE, SEE TABLES 18-16B
PER SUBSTRATE,
SEE TABLES 1B•16B L� EOGEIEND BUCKSTRIP
_I_DISTANCE yr/ AND
SEE TABLES
ATTACHMENT
DUCKSTRIP IB-16B BY OTHERS,
�_
EMBEDMENT AND
EMBEDMENT' SEE NOTE I.
/ ATTACHMENT I ,'.• SHEET t.
• BY OTHERS, '
SEE NOTE I. '
SHEET I. MIN 23 KSI CONCRETE OR CMU
SIDE VIEW FRONT VIEW PRODUCTREVISED
m complying With the Flnrim
Building Code
FRONT VIEW A"�` ''- ��21
Bx imtion Dale Q,O
INSTALLATION NOTES:
h,{eml ryoduN
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. III 1
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ANCE,THE
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DIST ` \� •(�
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE `C
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. T7
No.58705
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. ( �",(/ -
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3,COl \'• 1T'� :•• U'
g E �
OF
5)FOR MASONRY APPLICATIONS IN MIAMI-DADE UNTY,USE ONLY MIAMI-DADE COUNTY APPROVED �(� ••,FLOIt1OP•••�(�
ELCO ULTRACON OR ELCO 1!4'S.S.AGGREGATOR MASONRY ANCHORS.
A.LfNNIMILL ER,�.E.
FL P.E.#58705
DETAIL F: DETAIL G: DETAIL H: � x
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION^� a
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP) $
1
\\ a� rr
SEE DETAILS A-E. 30*OR 45'
SHEETS 3 AND J FOR INSTALLATION BAY MULL LL
TO SPECIFIC SUBSTRATES.
N
MULLION m
O O Z U)
O O
O O 0 O 0 0 J
O O TOP VIEW d N
�S
SIDE VIEW * f pWD U C3 O
SHOWN WITH I'X 4•X.125• TOP VIEW I I Im U) (n
MULLION I Z J
r TM O
IYP.ANCHOR
EXTERIOR / PER SUBSTRATE, 7 U m g
/ b i i / SEE TABLES 160 OR IBB Z
I
I I TYP.ANCHOR
—PER SUBSTRATE. I II
EXTERIOR Z
STANDARD MULLION CLIP
¢ Z
MODIFIED TO FIT FIELD 1 SEE TABLES 10-140 I I I I
CONDITIONS. i W I I 2•X BANGLE CLIP, Z Z Q p7 O
f I I 2 PER MULLION END,MUST BE Q O Z N .-
I I I I I INSTALLED INSIDE OF BAY MULL PO
MULLION 1 I II I 1 m I N
Y `1
2-X5-X.125• f- (1) U) TA
I I I I ANGLE CLIP, () Z_ Q
I I I 2 PER MULLION END, 0O
Q\ I I I MUST BE INSTALLED D_ Z y.- fn
Ib I INSIDE OF MULL. -- Q g, m�f.�
a€5'8t'�
I
b
SE:ANCHOR
BLEST
PER SUBSTRATE,
SEE TABLES 70-19B
INTO WOOD,
(C STEEL,ALUM ✓r
INTOWOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY / EXTERIOR
ALUM,CMU OR MASONRY 'MODIFIED IN-FIELD.
EXTERIOR / J CE / �- �
B�',EOfS�I pR PRODUCT REVISED
O pER� ns complying wish Wu Florida
INTOWOOD,STEEL, A—pi. Naull4ingLode
Acceplmo
ALUM,CMU OR MASONRY O Expimliml Dalc ?j)
EDGE
DISTANCE BY
PER Mlmll 0 hvduc1
ANCHOR
EDGE I $———� NOTES FOR INSTALLATION OPTION G 8 H: \\IT T)1//
DISTANCE E
PER ANCHOR O \\\ gay LYNN...
G ''
1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. .� ''�IGENSE •.'P
NOTES FOR INSTALLATION OPTIONS F:
1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 126'X 2.11'X.125'MULLION. 2)DETAIL G:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE
LOCATIONS.
2 SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. /x'11
3)DETAIL H:SEE TABLES 158 OR 180 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE fET(
6LOCATIONS. „^jj(,��(.
3)THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. �/U�'•••..yrLOR0H•''aG+;
FL 587
I05
TABLE 1A
Mullion CaPec1tv Table IbsAt2 k in
Opening LMtlBt(/orgar9ca8y-aFtsrrirg miII(ons)or Opening Height(lor horimlla*sparrirg mulliom) �
50 N 601n 70 In 6p In 901n 100 h 120 N 1401n 160 In
Reatana-L. T-jam-g. Redat0tu Trap hianp. Reetangriu TnptTdona liadangalu T.Ivft B. Ream lar TraptFdertg RW.QW.r TmptMang. Rectanpdar TropfrdanB, Redangular T(Wals". Rmtmpdar TreptTde�g. 14
1%2X,126 loedrg Loading l.oedng 4aadrtp Loading Loading Loading LoodnB Loading Loading Loodng Loading Losaing Loading Loading Loading Loading Lwaing e�Y
Alum.Tuba ,� A &' & _ 27 &•_ l 1 �•_ •�3 _ g
.Mullion �yty$i$�� }t 7t tt,$§$� d tig$I �Di$$• Qg�$ 'ig�$t• igR{ 1 �, ¢$�q[ �q 23 LjS1�g�I �$QB�y' � 7 kiE y o m
dK 7 S 3 K' '� K S^ d d b did S^ Z8 3C d ".L Z LO (J3
421- 111.91 443 129.5 112 93.2 408 If0.6 325 Tag 498 107.8 321 69.9 408 704,4 Sig 02.f 408 ip4A 319 65.9 405 104.0 ate 4a.0 408 t0{,0 319 39.9 408 104.0 319 34A 408 101.0 319
Iain 74A JI2 BSA 23B 62.4 J1? 73.4 262 83.0 112 87.0 218 48.8 317 a3Z 218 41.8 312 61.3 244 37.4 112 81.0 244 M2 SI2 CIA 2K 24,8 312 01.0 214 ?]A 3t2 a1.0 214 UJI
_
50.8251- 03.9 28f 70.6 234 512 251 (ILS 228 46.6 281 65.7 224 39.9 281 52.1 222 35.6 284 40.1 220 31.0 281 49.1 219 26.6 281 49.3 210 22.8 281 49.3 219 20.0 281 49.3 210 to
s S4N 42A 247 67.4 207 43.9 247 49A 202 SZe 247 41.8 t99 32.9 247 4f.5 106 29.2 247 39A 194 26.3 247 38.4 193 214 247 Sal 193 10.4 247 38.1 193 ta4 247 38,1 191 m C3 )^
641- 384 200 41.2 f7o 3220 200 35A 16B 27.4 200 31.4 103 24.0 200 244 160 21.3 200 21.1 159 101 200 25.9 157 16.0 200 tag 156 Fes-„ SSD
in 13.1 181 36.1 f35 27,8 t81 30.3 f62 23.7 lei 25.9 Me 2a.7 taf 24A i48 ta4 iDi 72.8 SM 188 tat 21.7 1-3
J
i
661- 2a4 "041x1A las 25.1 IN 20.6 105 23.1 136 18.0 165 21.0 134 Z g
72 hr 222 14.0 739 194 11a 16.8 139 17.fi 110 LU781- tag 14,7 124 18.8 tpT
78h 17.5 J `' •d'
TAB-
ANCHOR CAPACITY ADJUSTMENT FORMULA: ¢ Z
Aneher CapacityIb5 H
Table O `o
ANCHOR CAP.,, W Cm y�
6utelmin: 23k Comda 3.sk Cato. Haft CMU FUkd CMU PT Wood Matd (DP„)X t �c ANCHOR C.4P.,,, .-Uf
MULLION CAP.,,,,,,,,,
WW Eko in'88 Eko 5716'Elw iJ4•BB Eko ai9 sieai at25teN 452 Bted W •
AtKhor Typo: 3/18'Eko t9ituan t/4•Eko UWacon 3?to,Eko!Austen 114•Eico Uhracm
AhahorCllpPattema Umecon Apgreceia uumcm AgOra04mr 8orew(OS)Bcrcw(GS) saraw(osl USE THIS FORMULA TO OBTAIN THE"ANCHOR N
Eaee Guiance(h}: t' 2-trr r 2ert• �uD• r 2•tr2• t•
2-lir Y 3-W r 0.4a• o4e p.3z4• CC`�CIT."REQUIRED-CORRESPONDING TO AN v U X 4 �} `�•T•
Embe*nenl h. 1-311' 1.314• 1.318• 1.314' 2' 1.114' 1-114• 1-114' 1.114• 1410 1.114' 7 I-Ne, ism• woes ACTUAL PRESSURE REQ7IREMENT FOR THE
2Armhaa 444.TV MN.o.c.l8landard Of(Met 00(Fog.1y 3B0@a 300 ms 450 bs 8801b1 tau ux, 27o 16s 2801a 34m 740 sal 374 we 66416s 946 The 341 m4 442 lbs $60 ms OPENING,WHEN IT IS LOWER THAN THE MULLION Q. V) v
4 Anthem®1.1S Ml I.O.C.I Smndwd(or Mail Cep(Fig.2): 400 me 700 me WA "NIA wA WA 380Ibt WA WA WA WA WA 502 me 663 Ite 1120 IN CAPACITY(FROM THE TABLE)OF THE SELECTED
4A9alx4.63^M9s o.c.r(zl2s5 Angie aipa r{Fp.3): 780 ma 7Do 1ba LBO tDa Isa91De taealmr�'.
ms Lee lw wA 760 m3 74610. 880lbs 18921DS 082 ms ea5 ton 1120 ma MULLION•IT WILL YIELD A MINIMUM ANCHOR
2AMhM 0 0.45•Mh,O.C.I UGap,Nia.125'Alum.(Fb,4} WA WA WA WA WAA WA WA WA WA WA WA WA NIA 71b msCAPACITY WHICH MAYBE USED TO QUALIFY
fArxtcrl F4:Yp 1Fq.5}: l957b4 t9sm4 214 Wa 44s11. Da 11m ma 1401w 177 ma JTO m4 ler lDa 3321t. 47316, 170W 221 lbe 290 The ADDITIONAL ANCHOR OPTIONS FROM THE
2AiKh.m i.t5•MN.O.OlF42bff ,6T 240tto 3501M Wp WA WAWA iB016a wA Wa Wa WA WA 3410» 442IW 5601. ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP,
FIGURE 1: FIGURE 2: TABLE NOTES:
1111
as cum)CTg REVISED
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. as ODUCin8 with 11x1 Florida
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -.-j 1 000• (-- B9tlding Colo
Ruud t.Ca No 'O'L) 1
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OROPENiNG WIDTHS IS ALLOWABLE. r Ex itwl RaID 7
FIGURE 3: 4i B
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. y
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. 2,000' Miami aProduct
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE GLIA MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •126' \���\�(LYNN ,AII14 "I
FIGURE 4; FIGURE 5: FIGURE 6: CONCRETE BLOCK UNiT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED ,J� 4 r`i�•'• £NS •''F'f' f
YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 6063•T6 AND BE A MINIMUM OF.125' Y >C F
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT
_ (40.50745
LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND t•X 2'X.125"MULLION f
THE MATERIAL.#10&412 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. - '�•;� - Ik' -.
,���•'• Sj seo� ,�w�
A.LYNM,
FL P.E.#56705
TABLE 2A w n
Mullion Capacity Table Ipe71t2
Opening Width(for srerncoily-spowttgmuMons)OrOpening Hetglit(forhodzantelly-spemingmUGons) c! �
60 In 60 In 70 In e0 N 9D In too In 120 In 1401n 160In yWt
Reotengutar TtanTdang, Rac(ang+Aar 7saprda+y7 Rwton9utar TtaptTnang. Ractarqu(ar Tmp/tdan0. R4ctanguUt TraprT9.ng. Rad vulat T+oplydarq. RwtargWar Tmpiblarq. ReotarpUet IlapiTns"D Rodanguist Trap77'da,,g
1%2x.376 Loading Louxng Lwdtng Loading Loading Loafing Loading Lwlding lnad6q Loai>ng LosdingLoading Loading Loading Loadln9 Loafing Loedlng loading S
Alum.Tube g $ g 6
Mullion
d
all 1AIi Ico
4Dum
z
426. 170.0 820 1700 435 151.3 662 170.0 478 12&7 667 170.0 608 113.5 062 168,5 518 1009 662 111&0 S17 90.8 862 16a0 517 717 661r2-8.
517 640 662 168.9 617 6&7 882 18ael 517 0 t^,
481n 121.8 607 138.0 419 WA 507 11%2 410 68.8 507 1D&7 403 Teo 507 1026 39A 67.6 507 89.6 397 60.8 607 9&0 396 50.7 607 306 4J.4 507 99.0 396 38.0 607 92.0 396 3 Ul
50.029In 103.7 458 lti8 3T9 8x4 458 99.9 37T 74.1 {50 905 364 848 4cb 848 380 57.6 456 81.3 3S7 61.8 466 800 358 43.2 456 356 17.0 458 800 356 324 456 80.0 356 2 (1: fz
541n 85.4 4D0 93,3 338 71.2 400 80.9 320 51.0 400 72.7 322 634 400 67.3 318 47.5 400 64.0 315 427 400 62.3 314 366 4W 313 30.6 4o0 87.8 313 267 400 61.8 313 111
C7 Q
601n 62.3 324 68.9 270 51.0 3M 57,6 210 44.5 324 61.2 264 30.9 374 1&1 2110 34.6 324 43.0 257 31.1 324 420 255 26.0 324 253 222 324 40.5 253 19.5 324 40.5 253 Go 0U N
' 631n 53.6 294 57.4 252 44.8 284 402 246 38.4 284 43.6 241 338 294 38.8 237 28.8 264 37.1 234 2&9 294 35.2 232 724 264 230 18.2 294 33.4 23D tee 294 U4 230 � j
601- 46.8 266 48.6 230 39.0 268 424 725 334 268 37.5 221 28.2 268 34.1 2111 28.0 268 31.6 215 23.4 268 29.8 212 195 268 210 18.7 268 27.7 202 14.6 268 27.7 208 Z fr)= m �,
72 In 360 715 37.8 106 3D.0 225 32.2 191 267 225 2&4 180 226 223 2517 186 200 225 23.5 182 1&0 '273 22.1 ISO 15.0 225 20.3 177 1120 226 119.6 176 t1.3 225 19.8 17811 U
78 in 308 202 320C1772&5 202 2T.7 1173 21.8 21}2 23.8 170 18.2 202 211.5 1167 57.0 2W 19.7 185 1&3 202 164 183 128 202 18.7 180 10.8 202 15.9 f58 8.8 202 168 138 w820.3 162 28.8185182 72.0 162 17.7 1112 19.7 1661 157 192 161 157 14.2 187 1611 155 71.8 192 15.2 152 10.1 122 LAA 160 119 162 14.2 160 Q •iBO in iflb 1d4 19.0 141 161 120h l6.2 127 15.8 Z
Q z W
TABLE 211 06
ANCHOR CAPACITY ADJUSTMENT FORMULA;
Anchor Cs ac Ta6ta @s ANCHOR CAP.,„,,_ W X
Subalrola: 2.7k CO+.crete ],5k Caq. Hallow CMU Filed CMU PT Wood Molal (OPm)X t c ANCHOR GAP,k" a X }
stir Efw u4•ss E(w Srss•Eiw u4•ss Eko MIEt. x12 stwt 912 sl.a MULLION CAP.,.,,,,,, 7
Anchor Type: 3716•Etw Utlre2.7 ite Eko Ui9aan 3118•Eiw Unrecon 174'Eico Wlrocm
Anchor Clip Patterns Un+ecw AggmQtw Otbawn AgweO4wr 90raw(G5)scmw IO5) S-ro (051 USE THIS FORMULA TO OBTAIN THE"ANCHOR 4
E09a txstance{m) t' 2•ur r 2-112- 3,IV 1• 2-vr 1• 2•irC r 3-ie8' r x.46• 9.54• 0.324- CAPACITY REQUIRED"CORRESPONDING TO AN Z m
Empedmanl NC 1.14• 1_14' 1-3'4• 1_7V Y 1.714• f-174• 1.114" 1.114• 1.114' 1.114• r 1_78• 1•]111• Cedes ACTUAL PRESSURE REQUIREMENT FOR THE
2AncMnQ4.7s Mar.O.c.Istaml7m or ox4ela(p flag,tg iso IN 3900n 450105 e909n 18441as 2702. 1 28o Ou 354fw 740.w374148 665 ws 9461to 34180. 442@s 580Rm OPENING,WHEN IT IS LOWER THAN THE MULLION €
4 Amha,&®1.15•Mtn.O.C.1 slendanl(orOMet)alp(Fig.2): 480 8s 700 Ras NIA WA NIA WA 36016. WA WA WA WA WA 662 w4 565lbs 1127 w0. 1 CAPACITY(FROM THE TABLE)OF THE SELECTED o•��-a
4 Ancteta Q 3"Min O0Q 1(2)2a5 An&alp.I(Fig.3r 18D es 7D0 w4 SWU 1560w3 186600. 6409n 680 w0. WA 760 It. 7481G NO Iba 18921b. 6628s 885 We 11204 MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 Anatwre®OAS'Min.O.C.I U{71p,hlo.125•Alum.(Fb.4). WA WA WA WA NIA WA WA WA WA WA WA WA WA NIA 714160. CAPACITY WHICH MAY BE USED TO QUALIFY
1 Anchor I FC9p(Fla.S). 19588 19511 225 w. HSM ale ltw f35 eu 1M!(u nil its 77o lbs 15I Ibs 3721W 473141 170 Las 22f lba 28988 ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anchors Q 1.15"Min.O.C7 F-Mp(Fig.6): 240 w. 350.IDa WA WA NTA WA 160.8s t8l NIA WA WA WA Sit 8s 442 ws 560 tW ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: rFIGURE 2: TABLE NOTES: PRODUCT RSVISHD
(. ad Oawplyin6 w(76 4>m Fllxiila
IIL 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. pgDOcpmnro
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. --j 1.000• (»- No 1 -p2 •D1'
Exp(rntion Dale (
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. py
FIGURE 3: Miami •tod.tot
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2 000• 7 1
0 -1 F HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 7
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. \\�`�t\QkC(LYNfy
,� 'i`.•' GEN t .�;)y
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 376' ti Q:• 411 S:•',t
FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED No.50705
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 606&T6 AND BE A MINIMUM OF.125'
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1"X 2'X.375*MULLION _ /,+
LEAST.125"THICK AND A36,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ,'�0'. {•{"7„/i d FE F� n-
# THE MATERIAL.#10&1112 ANCHORS INTO WOOD MAY BE STEEL,1&8 S.S.OR 410 S.S. 'fA '•. 'S'17 P (U
A.LX N MIhhr 3,P E.
FL P.E.#58705
TABLE 3A
Mullion Capacity Table IbaKe
Opening lMOttl(fortDf9Caly-6paryA mi lons)oT Opentngtlolght(for7to ntafy-spar9rng millions) X173
SO In 601n 701n 60 N 901n 10p In 1201n 140 h 100 NIz
1 1 1 111 ill
1 X 2.78 X Raclart9Au T WTd4np. H.1,16 ttor Trnpt7dea4, R4cien0Au haptTd.4. Roct.n@star T-PRdanp- Recl.np a TV.pTdaop. RactaisIdu Tr.p?dag. Rxta79a+u TmpRnan9. Raclan4ular TmpRdang. Reaen@u{u 7yaptTdanp, p{
LoadN9 Loadn9 L9adn9 l.00dn@ 1oad,Ip LoednO loadn@ Lo9dnp load»@ Weanp loednp Loadh9 Loe46p Loadn9 Los Loadn@ L..wv Lmdlp
.376 Alum 6 D
Tube
Mullion
g._ _Ti 1� _ _ Y
gil
6 pittV
g 51 �!T Si !I I
� I if I 1! 9
i I i T, _ z � °�
421n 170.0 820 170.0 435 170.p 7µ 1100 ITtl 170.0 060 170.9 300 170.0 092 170.0 SIB "Oe 1118 170.0 621 170.0 1240 170.0 621 148.7 13al 170.0 621 127.5 1301 270.0 521 Itt.6 1341 170.0 621 0
46 In 170.0 700 1760 021 170,0 050 170.0 481 170.0 892 170.0 810 170.0 113] 170-0 BB1 131.8 IIJB 170.0 077 130.0 1138 170.0 680 113.9 1139 170-0 680 87.0 1139 170.0 880 85A 11;9 170.0 600 UJUJ
50-025 to 170.0 741 1700 303 174,0 898 170.0 831 !87.0 1032 170.0 884 148.8 1032 170,0 723 1305 1032 170.0 747 117.4 tO32 Ilea 736 971 1P7i 1780 730 83.9 1032 1]0,0 750 73.i 1032 170.0 738 = x
o tt3
54 In 170.0 797 1700 012 181,7 007 170,0 ODI 178.2 907 104.7 730 120.9 807 1624 720 197-0 807 1460 714 We 007 t41.1 710 001 BOT 140-0 708 68.1 907 140-0 748 00.5 W7 140.0 709 m Q p
80 fn U1.1 733 151.6 825 117,0 776 13p,3 Ott 100.6 735 116.0 608 06.2 7JS 106.2 690 70,4 738 BD,6 683 70.0 733 83.1 670 30.0 773 BLO 4H 60A 774 9L0 674 41.1 735 01 a 074 t
63b 125.9 088 534.0 dt0 101.8 800 ity.6 651 87.0 000 98.9 447 70.2 660 @O.f d38 07.7 688 83.4 831 809 668 79.8 328 SOA 668 76.8 b2t {3.6 660 75.0 tilt 30.1 688 76.0 621 tT]
68h r41.
607 1124 422 80,3 607 00.1 411 73.7 007 NS.O 501 68.2 607 77A 493 Sao 601 71.5 465 53.0 S07 07.0 451 443 507 61.4 470 37.0 007 62.7 414 MA 807 02.7 414 Z W� m �"
Mtn 310 83.8 µ3 88.0 $10 73.0 Ix d8.] 10 64.] 428 61A 610 67.9 It9 45,4 510 03.3 413 40.8 510 50.0 406 x.0 610 45.0 402 29.2 S10 44A 389 25.5 610 µ.3 390
781n 450 72.6 400 57.0 438 8f.7 392 49.0 430 04.f 388 43.4 136 488 ';78 380 456 44.8 371 x,7 438 41.8 368 28.9 450 37.7 3@2 21.8 440 ;8.0 369 21.7 430 36.7 358 J J RLLZ.1
TBh 475 87.0 301 67.4 {]S 68.0 773 44,8 475 4H.B Still 40.1 415 µ.7 380 JS.T 435 4p,8 936 32.1 433 30,1 361 26.8 435 x.4 x4 22.9 W4 32.8 x1 20.1 433 12.2 x0 Q
90 in 327 43,1 20p x.5 32i 30.4 285 29,9 327 5t.e 280 26.1 327 28.3 275 23.2 327 23.7 271 20.9 327 237 288 17.1 327 Z1.0 262 11.9 327 18.7 268 Z 2L Q p
881n 257 35.4 247 20.7 267 Z@.0 237 24.6 257 25.0 Z40 21.5 287 23.1 244 19.1 267 20.9 240 17.2 287 19.3 237 74.< 287 IB.9 232 m z �
x ." •-
0.e In 243 227 24.7 2o5 20.2 227 24.9 201 17.3 227 18.0 to
10.1 227 100 186ll
litta 22.3 211 22.7 114 16.6 215 10.1 i01 i6.9 215 18.5 +5d yty
1201n 17.6 181 17.9 187
N (X Cn
TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: Q Z
Anor Ca acI Table 0 0
chANCHOR CAP ` �..'ee mQ )
S.WIw1e: 2.7k GXCfela 9.5k Caw. HWwr G4U FBed CMU PT wood Mewl (DP,p)X( I eANCHORCAP.,,, t1 � a
910•Eko Ife as Eke 5118'Etco 174'36 Ekn 016 Swu 817 810.1 at2 steel MULLION CAP.,.,,,,, dS
AnOhoTCll POKeme Anclwt Typo: 31t0•Elco umacm 174•Eko Ulvacm IIIOacan 3+18•Eko Uf6000n �Eklula.onPA99raanwt Ultm44n A@gliGalor 5cmw(OS)so e0(OS) stm(G5) USE THIS FORMULATO OBTAIN THE'ANCHOREdga(344 04 s• 2-11r i' 24W 3.va• y" 2arr 2aR• 2' 3-fr8' r a4e" 054' 0,324• CAPACITY REQUIRED•CORRESPONDING TO AN
Embadnmt(In41.3/4• I•V4• 1.314" a3µ" 2• 1•v4• 1.114• t•vs1-v4• 1•+14' tan• 2' lye• faro• !edea ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anctwm 44.75'Min.O.C.tSlandatd orOAaat Glp{Fb,iT 390®a 390 w0. 454 n0. 0.@o 9n iM1tDa 270+60. 280160. 3548m 740 0.o. 174+60. 66416, H4H k. x19» 442 1b, 660[m OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Alwtwra®1,16•Mtn.O.G.I Sbafad for 06se1)C9P(Fig.Z) 490 ks 7001b. WA WA WA WA 380 lbs WA WA WA WA NIA GB2 Rn 01ba 1120 Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Mwb utaµ3"I.Mm 0.111(2)215 An&t21p.r(Flo,3X 780 ma too ms 680 ft. 15W lbs 1896" 54016. 560165 NIA you L. 7401ba 9001tu 1892160. 662 LO 6O51ba ty20 Als MULLION.IT WILL YIELD A MINIMUM ANCHOR
Z Atwhas 00A5'Mtn.O.C.!ll{9p,brio.125'Alan.(Flp./): WA WA WA WA WA WA WA WA WA WA wA WA WA NIA 71516. CAPACITY WHICH MAY BE USED TO QUALIFY
t Anchotl F•C6p¢i@.S): 185 k0. 105 W0. 326160. 4469- 822 ma 135 W0. 14016, 177115s 370 N. Is?Iba 332 t6. 470.k. '70 1b. nt tba leo m, ADDITIONAL ANCHOR OPTIONS FROM THE
2Ananm491.15•MIn.O.CJFtOn(Ro.611 240 Ota 3509r WA wA w0. WA +BO lbs WA w0. WA WA WA x1Ih0 µ21b, 5B01ba ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLEO VALUES ARE USED IN THE EXAMPLE 4N SHEET24.
CI)CIRCLED
REVISED
.,complying with Cho Flo"
tiolldiag COdc
FIGURE 1: FIGURE 2: Accaplouvro No 16 O�9,
�� • • TABLE NOTES: -«� 1.000• �-•-- Expiladass Daf6, 2p$1
i)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. DY
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. NU i �do Product Cmbvl
FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE, l.YA11V
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 21750" .� ��wU.••""••" !!!F��r
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, `��,•' 1,ICCNSS• •', T
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. AIo.�0705 '•C
ANGLE CLIP MUST BE USED IN PAIRS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACS 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
FIGURE 4: FIGURE 5: FIGURE 0: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE-TREATED 375' ®R,
YELLOW SOUTHERN PIN£WITH AN SG OF 0.55.ALUMINUM SHALL BE 5063•T5 ANO BEA MINIMUM OF,125' (,(/ OTHICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL 70 BE AT =U•'• '+/ •'••1L:�
(� V X 2.76'X.375'MULLION T ' a
{( j THE M TER THICK AND A3&.ALL ANCHORS IN70 METAL SHALL EXTEND B.S. LEAST 3 SCREW THREADS BEYOND ,. LS` •.FLOft10P.•'
�J THE MATERIAL#10 8#12 ANCHORS INTO W000 MAY BE STEEL,18-8 .OR 410 B.S. %1St+S� "•n ' \
dtP{44ER,P.E.
M #58705
TABLE 4A
Mullion Ca qo Tgbb IU5M1
OpOn]ng 14t]dth(for to t caitp spemirg mLn]o Ls)orOp4ntnp Hsi®Ut(for t13rirA ta6y spar2eing mt4GorLs)
501n 601n 701. 801n 901. t001n 1211 N 110 N 160 N
Ract.n0.ter TrepfTdmg. It tangdar Trep7Tdang, Roctm#dar T'wilfmg. Racangdu Tmplittang. Rectangular TmplTd-v fw dor Tm d g7tar TapfianO, Ractanpdu Trawriano. Rectanpw. Tfgnden. cy
1 x 2.76 x a1g p/T ang. Rector 4
boding Loedno landing Loading Loadng landing Loadag Lmdng Luft Loading Loadng Lmdng Loading Loodrp Loading Loading Wadng Loadng� �Y U
.6617 Alum.
Tubo
Mullion IN
a
m
J Z� �
4224 1780 820 5780 435 1170.01 744 1 1780 478 170.01 BOB 170.6 508 179.3 992 170,0 519 170.0 1118 170.4 621 170.0 1246 170.0 521 170.4 1488 170.0 521 158.7 1620 170.0 $21 136.8 1820 t70A 521 LU
45 In 170.0 708 170.0 524 170.01 850 1170.0 564 170.0 992 170.0 630 170.0 1133 170.0 661 00.0 1275 170-01 077 170.0 1417 170.0 680 141.7 107 170.0 680 f21.6 1417 iTtlA 880 108.3 1U7 170.0 880 j LU
50.6251n 170.0 7!7 170.0 58) 170.0 BUB 170.0 0)1 170.0 1018 170.0 664 170.0 1195 1780 723 1826 12M 1700 747 148.3 1260 170.0 766 121.9 1286 170.0 756 1D4.5 1266 170.0 750 91.1 1286 170.0 756 W O g O
5124 170.0 787 570.0 612 170.0 958 1780 691 170.0 1115 110.0 151 160.7 1130 170.0 803 133.9 1130 170A 6;17 120.6 1130 170.0 856r42.4
1130 170.0 Bet 66.1 1130 170.0 801 75.3 1130 570.0 Bet1-
00N 170.0 685 170.0 701 148,6 916 102.3 761 125.5 915 144.5 746 109.9 915 132.3 735 97.8 915 123.9 726 57,0 015 118.6 720 918 114.4 715 52,0 915 1%4 715 54.9 016 114A 716
.5 031n 151.8 830 181.0 710 126,6 670 136.9 691 108.6 030 121.2 681 81.0 830 1122 070 84.4 630 104.0 682 75.0 830 90./ 650 630 94.5 819 51.2 e30 04.1 848 {7./ 830 04.1 849 L}
b 662. 132.1 757 140.0 850 110.0 757 118.8 638 94.3 757 105.9 824 62.fi 757 90.1 814 73.4 787 69,1 608 60.0 757 842 604 76T 79,0 593 47.2 1.757 76.2 Sgt 41.3 767 792 591 Z d
j 721. 101.7 838 108.5 552 84.6 Me 01.0 540 727 836 50.1 530 03.6 e3b 722 521 58.5 836 68,5 514 60.9 Me 02.3 1108 636 572 560 30,3 630 5S.3 497 31.6 636 65.2 497 2 N (33K76"In
We 571 00.4 408 72.1 571 TOA 406 8. 571 67.4 470 54.1 571 60.6 471 46,0 571 55.5 404 43.2 571 M3 450 671 47.0 451 30.9 571 44.0 447 27.0 671 44,6 446 � -j ¢'Z
80.0 542 83.4 474 88.7 642 70.8 485 3T.f 542 82.1 456 60.0 542 55.7 249 44.4 512 51,0 442 40.0 842 47.5 437 33.3 542 429 429 28.6 542 40,8 425 25.0 842 4D.f 423 Fz .3.3 ,Q 52.1 107 63.7 301 43.4 407 4A4 355 37.2 407 39.6 M9 326 107 35.3 343 25.9 407 32.1 336 28.0 407 29.8 134 21.7 407 70.1 127 16.6 407 24.1 322 18.3 407 23.0 319N ,Z(D42A 358 24.1 720 35.8 350 37.2 314 30,7 356 32A 309 26.8 350 25.6 301 27.6 358 28,1 300 21.5 358 24,0 TB6 17.0 356 21.0 759 15.3 356 192 284 x0 381 283 30.6 255 25.5 283 25.8 251 21,5 283 22.6 247 16,6 283 199 244 1&1 253 18.0 240 161 28} 105 237 � 25 21.8267 28.3 242 23.1 287 23.8 23819.8 287 20.6 235 17.3 287 183 21115.4 287 10.5 276 Q.'22.0 728 22.3 209 16.1 229 te.e 205 15.7 229 18.2 202
X
TABLE 4BANCHOR CAPACITY ADJUSTMENT FORMULA* g e- z
Anchor Capacity m
Teb191bs ANCHOR CAP.,,o,,,w,
stdelmie: 271,Car do 3,5 1,Cao. 11000.CMU Fig Cmu PT Wood 1447.7 (OP„o)X( =ANCHOR CAP....
5116•Elco 1/4'68 Ek.5116'Elca 124'68 E1e. N10 81441 N12 Sleet 41281.8 MULLION
Anchor Type: 3116•Eko Ubxon 124'Elcoj14
3/16'Ell Ulbacm 114'Eko N8a4an
AnchurCiipPatteme tNIf-. A92MC-SW L01mtm AggreGatar Scmwta5l B."w1a51 Sa.w(GS) USE THIS FORMULA TO OBTAIN THE*ANCHOR
Edge Oi n-9(n): 1' 2.12' 1- 3.118' 11 244 P 2-mr r 3-11e' T 0A6" 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
Emt34drnanl tn) t-MV 1.3'4' 1.14' 7 tau• 1.174• 14/4• t-171• 1474• t-114- Y 5.18' fa/5' edea ACTUAL PRESSURE REQUIREMENT FOR THE
2 Arlcfam®4.76'Mln.O.C.181andard or ON.et alp(Fq.1) 3909x1 190 Ns 450165 1814 245 270 ms zea los 351®a 740934 314tH 8811134 94610e 311 ms 442184 5�0I6s OPENING,WHEN R IS LOWER THAN THE MULLION
4 Anofwre 0l,ISMm.O.G.f 8t.nd1,d(or GQs.00Bp¢19.2) 480W 700 me WA IVA WA 3801bs WA WA WA WA WA 602 ft nest 1-12010. CAPACITY(FROM THE TABLE)OF THE SELECTED
4 AncK1e 3•Mln.O.C.I(2)215 An9R COM/(Fla.3) 760 Na Too Ns 680 245 16 DO ib8 510 roe 5801134 WA 760 M 748 to. "a lb. 1(19210. 682 D5 88 1120 W5 MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 Arohda 0OA5-Wt 0. -Up.W.,125'Alam.(Fla.4k WA WA WA WA WA wA WA WA WA WA WA WA 71sIn1 CAPACITY WHICH MAY BE USED TO QUALIFY
t AnoOor/FCtlp iFq,sl 195834 1951b. 2250. 872 Ws 135W 140164 177 0.a azo lbs 187Itn 337 ib. 47316. 170 ex 221164 780 Las ADDITIONAL ANCHOR OPTIONS FROM THE
7 Anchor 1.15'Mos O.CI F431p(FIg,O) 2401W 3501m WA WA WA 190lbs WA WA WA WA WA 311 bs 442114 500&s ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODUCT REVLSBD
;a complying with the FIuiNM
FIGURE I: FIGURE 2: TABLE NOTES: ActtplagBgt1 ptas'ode �(o+b' rJ•C+3
co No
• __--��� -�' 1.000' '--- j Z.01 l
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, Ezplmtion DaW
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, By
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE, I I
FIGURE 3: `Nx�`�Q..,•••••.,,;C(�,�i�
3)MULLION AND MULLION CLIP$SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE SHEETS 21-23. 2.760' `$� \,\GENS(; •. �(.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23,
Ee
-1 F 0 M 1 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS
Lo,.,6705
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 650' +!� !1.
FIGURE 4: FIGURES: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083.76 AND BEA MINIMUM OF.126' '� %!fU•'.• S Ag L7F
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND,045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT - ,t• >; �•,
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND VX 2.75'X.650*MULLION •• OR1DP;• \('y
• I THE MATERIAL,#10 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S,OR 410 S.S. �'i S((�(Vfil-�\t��•
U_..LL �...J /rlllllllll''\1
A.LYNN MILLER,P.E.
FL P.E.#58705
v o
a
TABLE 5A „ 14
Mullion Capacity Table IbsM2 3 *s
Opening Width(tor verticaly-spemirg mullion)or Opening Height(for hodwr4aily-sparring mlilions) O i C
501a 60 in 701n 601. I 901. I 1001. I 1201. 1101n 100 In p
Roowgn lar Mgadwg. P dangd.l Tiepr7dang. ReclanOar TkWTdmy, ReclenO 11 1. .9. RoclangWar TlapRdwN. PedangLdar TiWTdang. Red..µ TiaprTdang. Roclangolar Tlap7fdarg. RadangWar Trep/Tdeng. LL
1"x 3.125"x Loadhg Loafing Icadn9 Load.9 Loadrag Losing Loadnii Lmdng Loadig Losing Loafing Loodng Laadng Loadng Lowing Losing Loadng Loodng syr
.600"Alum ., .-.
Tubo Mull QB N
���m F-
a d 5 d Z rn� IW-
Sc Z 7i Sc ¢ 3o Sa �c S S 2 m 2c O
421n 170.0 020 1 170.0 435 170.0 744 170.0 470 170.0 080 170.0 5011 170.0 982 170.0 512 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 621 170.0 1735 170.0 521 154,1 1002 170.0 621 J W
481, 170.0 708 170.0 524 170.0 850 170.0 664 170.0 992 170.0 030 170.0 1133 170.0 001 170.0 1275 170.0 877 170.0 1417 170.0 600 157.7 1517 170.0 680 135.1 1517 110.0 660 116.2 1577 170.0 580 _
ti
50.625 In 170.0 747 170.0 663 170.0 000 170.0 631 170.0 1046 170.0 861 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 141.7 1495 170.0 768 121.5 1495 170.0 750 108.3 1495 170.0 76e W -c a O
SIN 170.0 797 170.0 012 170.0 9% 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 166.1 1401 170.0 837 140.5 1401 170.0 656 124.0 1401 170.0 801 100.6 1401 170.0 061 93A 1101 170,0 861 m C3 ~
M
601n 170.0 685 170.0 701 170,0 1083 170.0 797 159.5 1150 170.0 876 138.7 1156 107.0 928 123.3 1156 166.6 917 111.0 1156 149,7 910 92.5 1156 144.5 903 79.3 1150 144.5 003 00.4 1150 144.5 903 F (D J
631. 170.0 930 170.0 745 159.8 1040 170.0 850 137.0 1049 155.5 MO 119.8 tO48 141.7 516 106.5 1042 132.0 638 95.0 1049 125.5 528 79.9 1040 119.3 820 60.5 1049 116.9 619 50.9 1048 115.0 819 U)
U
001. 160.0 956 170.0 769 130.0 955 161.3 001 119.1 955 133.7 708 1042 955 121.4 775 02.6 955 1129 765 63.4 055 1084 757 69.5 955 29.6 719 59.0 955 95.7 746 52.1 965 911.7 748 Z fug p r
c $F
j 72In 125.5 603 134.9 697 107.0 603 1149 OR 91.8 603 101.1 070 80.3 003 912 059 I1.{ 80.1 83.9 649 64.2 so 76.0 042 53.5 8D3 722 632 45.9 603 69.8 628 40.1 603 69.7 027 to U Z
L71,
109.2 721 114.1 629 01.0 721 87.0 Ole 70,0 721 85.1 605 58.3 721 76.5 695 eo.1 721 70,1 1166 54.0 721 85.4 579 45.5 721 59.4 509 39.0 721 56.6 5" 34.1 721 56.1 553 Q J a a
$ 101.0 654 105.4 599 84.2 ON 09.4 557 722 664 76.4 575 03A 684 70.4 567 56.1 804 64.4 550 50.5 664 59.9 551 12.1 684 51.1 541 36.1 ON 51,3 530 31.6 084 509 531 Z Q N O
65.6 514 87.9 458 54.8 514 57.3 440 47.0 514 50.0 440 1..1 514 11.6 433 38.5 511 405 427 320 514 37.3 421 27.4 514 33.0 412 23.5 614 30A 405 20,0 514 29.0 403 Il) Z 542 452 55.7 104 162 152 17.0 306 30.7 452 409 390 319 452 38.4 354 30.1 452 32.9 370 27.1 452 30.3 373 22.8 452 28.0 385 10.4 452 24.2 352 16.9 452 22.0 355 •-a 38.1 357 38.9 322 31.7 357 327 317 27.2 357 20.4 312 216 357 25.2 306 21.1 357 22.7 303 10.0 357 20.8 209 15.9 357 iso 263 13.6 357 16.2 2111 11.2 357 15.0 203 W 35.1 370 35.8 300 29.2 338 30.1 301 25.0 378 28.1 290 21.9 330 23.1 292 19.5 336 20.6 280 17.5 33O :E9.:0 264 14.6 330 10.5 276 12.5 336 14.8 273 11.0 336 13.0 2e9 M rr3
1201n 27.7 288 20.2 203 23.1 289 23.7 259 10.8 289 20.5 250 17.3 289 1 0.1 1 252 16Ix
.1 26D 15.7 249 13.9 269 11.9 240 11.5 202 126 240 9.9 280 11.4 238 8.7 280 10.4 232 U X Q O O
Q..�
TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: o m O s:OO
AncharCe set Table Ibe ANCHOR CAP,„„y, mw.
S.WIW. 2.71 CoccOde 35k Cant. Ndlow CMU F01ed CMU PTWmd mull (OP.)X( )=ANCHOR CAP.,,,
&ts Ella v4's3 eko 1918 Fxo va•ss:co NIO SIed el2slrcl mz 6toel
AnehorCllp Patterns ."nor type 3'ICEIco UOrxm LP Ekou-con uaracw yle Elco U4ram tN'EkoUnmcon AggrOGEgoEkr unman AggFoGAW St"(O6)SCUM OG5) St"(OS) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge Dslale0 On) 1• 2.17 t• 2-VT 3.116' 1' 2-v2• 1• 2-v2 r 31/8' 2 0.46• 0.54' 0.32Y CAPACITY REQUIRED'CORRESPONDING TO AN
Emlydnmt0211314' 13'4• 1314• 1V4• 2- 1-114' 1•v4' 1-1/d' 1•VI' 1-114• 1-v4• 2 1.181 1yv- vanes ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchm 49 4.75'Min O.C./Slandald or OOW Cap(B9 11 390105 390 Its AM ms 1190 Its 16"lbs 27086 2eOIn 351 m 74DIm 374 m 664 m 9461. 341 m 4421m 760 m OPENING,WHEN IT IS LOWER THAN THE MULLION
4AMOMC1.15•MN O.C./Slandild(arOMCI)COPO90 Tj 480 los 700 It. N/A WA NIA N/A 98Dm WA wA WA wA WA 682m ee6m Hal toy CAPACITY(FROM THE TABLE)OF THE SELECTED
4Amhom@ T Min.O.C./ 145 Angle Cepa/(R93; 78D IDS 79065 GDOm 1560to 1B961b1 6loals 5®Im NIA 7601b 11 IDs Seo toe 169216.3 6112 Ds 8858.3 112 11m MULLION.IT WILL YIELD A MINIMUM ANCHOR
Uvclnn®0.45•M41.O.C,/UC ,Nto.12Y AWnt.fflg l) N/A WA NM WA WA NIA WA N/A WA N!A WA WA NIA WA t07Jm CAPACITY WHICH MAY BE USED TO QUALIFY
t Arclnrl FC9p(RO 5) 195101 19595 225 ms 446 Ms 822m 1351IM; to lm 1771bs 370 Its 1111 3',1- 47398 t7om 2zt 145 zeam ADDITIONAL ANCHOR OPTIONS FROMTHE
2AncnDn®I.I.?NR0.C./F-C9 9 " 240mNCHOR PATLU
3501m NIA WA NIA IVA 190m NIA WA NIA WA WA Sit lbs 112m 56081 ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR AND ANCHOR VALUES AS THE STANDARD CLIP. PI(OOUCT'Rr,VISBD
m complying with the Fulda
1-1.000"-i Building Cod.
Acttplanca
FIGURE 1: FIGURE 2: TABLE NOTES: N6(6'�21$•��
irnliml Dalc 7jD21
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. Dada p4o6ucL
I((111111!/!
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �� �(
3.125' ���aN,..... .. ((F• ���
FIGURE 3:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. \ �IGC'N SF '• 'Sv Tl•i
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. r
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. '�;:• No.58705
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED (Y-_
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED !O) •U L b Uig
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125" fs fA(E fFF'
5'MULLION
125'X. (7
THICK.STEEL STUDS TO BEAMINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1•X 3. �`.'•..,FLOR(Ol',••C./
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (t'VF MULLION) ; lis, •,•,,,••.• �\;\
I I I I I THE MATERIAL.#10&N12 ANCHORS INTO WOOD MAY BE STEEL,1&B S.S.OR 410 S.S. 71175 fONA\-v``
I I I I A.LYW&LI ER,P.E.
FL P.E.#58705
TABLE 6A
MulllOn Capacity Table(Ibantr( y
Opening Width(for lsrtica9p-spanning mWom)or Opening Hafght(tartgrizontety-spamttg m1111ons) •-
601n 601n 701n 50 N to In 1001n t20 N 140 In L 1601n p
RMa star TraW7Mong. Reotanpiar Tteprro"` Reofanpdu TtWW7Mtrg. RadanOeiar TreWTdaag. Rectan9ufar Traprild RW-00- 4ap/Tdan9. Retiangalor &6plTdaeq, Rec ugLdet TraWtdtna. R. PA. 1MWTdarg.
1 0.
x 4 xLo-ft26 LoeLoadnO Ladne Lobdn9 I.oeding Loadng Loedn9 Loadn9 Loeding L.101 Lobdnp Loading Lcadna Loadtg L04dn9 Loedn9 LeadnO Loadn9 u Y
Alum.Tuba THIS
Tall
gQMullion Cf �" � �" �' d sca
U)
42 In Ilea 820 1700 435 170.0 744 170.0 478 170.0 608 170.0 toe 170.0 992 170.0 619 170.0 1118 170.0 521 Vile 1240 170.0 621 170.9 1458 170.0 521 145.6 1488 1704 621 127.6 1489 170.0 621
491n 170.0 706 170.0 524 170.0 030 170A 664 170.0 992 170.0 830 170.0 1133 170.0 661 170.0 1275 110.0 677 168.3 1303 110.0 SW 130.7 1303 170.0 We 111.7 1303 170.0 660 91.7 1303 170.0 860 - S
W-0261. 110.8 747 tM.o 583 1700 096 170.0 83t 470.0 10{6 /70.o 864 170.0 1106 170.0 723 156.1 1236 1700 747 140.6 1238 170.0 766 117.1 1235 170.0 766 1004 t236 170.0 730 87.6 1235 170.0 758 .0 m
7 0
6Fh 170.0 787 170.0 012 170.0 938 }700 895 170.0 1110 170.0 754 INA 1158 170.0 603 137.2 1158 170.0 837 123,6 1158 170.0 @40 1022 1138 170.0 661 06.2 1156 IMA 861 77.2 1160 170.9 061 m Q
601. 170.0 803 170.0 701 168.7 1012 170.0 797 1129 1012 161.1 832 125.1 1042 146.7 615 111.2 1012 136.6 Sol 100.0 1042 130.2 791 83A 1042 125.1 782 71.0 1012 125.1 762 62.5 1042 123.1 782 1440
63 in tM.0 030 170.0 745 161.2 992 163A 610 1288 892 144A 799 113.4 992 131.0 762 1008 992 121.4 766 00.7 092 1t4.8 756 76.6 902 108.4 746 64.6 982 100.0 744 58.7 882 108.0 744
5 Go In 106.0 947 170.0 769 /374 957 116.0 766 116.1 947 130.3 706 103A 947 117.7 752 01.9 047 108.7 738 02.7 947 102.2 721 89.9 947 95.1 713 69.5 817 94.0 711 61.7 017 91.0 711
72 In 135.9 619 1427 737 1172 Bt9 121.6 722 87.0 649 106.9 70a 54.9 849 98.1 696 76.6 649 06.7 ON 67.9 649 627 676 Wit 849 76.3 669 48,6 549 72.5 052 426 1140 72.4 651
781. 116.fi 702 120.7 063 96.3 762 502.8 632 82.6 782 94.0 649 72.2 442 80.8 829 842 782 742 626 57.3 702 692 813 49.1 782 62.8 302 41.3 782 69.9 397 36.f 781 69.4 685 jIL
G
S 701. 108.0 724 111.1 674 69.0 721 91.0 621 78.3 721 82.9 609 69.5 724 74.4 690 59.4 724 68.1 691 5344 724 63.4 583 44.5 72{ 67.3 y1J 39.2 724 61,3 667 334 724 W.5 565
90 to 119.0 6p 71.6 163 08.0 613 60,7 414 49.7 643 524 486 43.3 613 47,1 4611 36.0 343 428 462 31.8 643 39.6 449 29.0 643 344 430 24.4 617 321 430 2t.7 543 30.7 428 Z O
967.1 57.3 47e 1 68.9 427 47.0 478 49.7 419 40.8 475 43,2 412 15.8 476 36.5 400 31.6 478 31.6 400 28.7 473 320 393 23.@ 478 28.1 3118 29.5 470 25.8 380 174 476 242 376 H 110 O
a$..r
1001. 40.3377 47.1 311 33s 377 311 336 263 377 30.0 1 370 26.2 377 26.6 325 224 371 24,0 321 20.1 377 220 311 16.6 377 19.0. 310 1144 377 17.1 304 co vN-,
iii 1. 37.3 357 37.6 323 3D.8 357 11.8 318 2a.5 357 27.8 313 233 357 21.{ 309 204 367 22,4 305 16.5 357 201 301 15.4 357 17.4 294 •1(
v X Y
1201- 20.3 308 29.9 279 244 308 26.1 274 21.9 308 24.7 270 fe.3 308 192 287 19.3 399 17.3 283 4I) 1J)
144in 17.0 212 172 108 () X q �• 7i
TABLE 68 ANCHOR CAPACITY ADJUSTMENT FORMULA: Z if m a
Anchor Ca a9! Table Iba ANCHOR CAP.,,,,,,,., ;� � �
Sotebata: 2.71,Cincrela 7.6x Cak. HoOarCMU fdM CMU P7 Wood Metal (Di„)X t }=ANCHOR CAF,w,
5r18'Eta 1/4'6S Ekp t3-11W21
co 111.95 Ek. 410 Sfeal a128leel 612 Bled MULLION CAP.,,,,,,,,,,
AnOhorGllpPatt9rnt MCtwrType: WIT Ekowtmcaa fN•Ek.UBracm L9aacal Y18•Ekawaaon irPEbauNacon A99m9atorn A99ro0atar BtRw(CS)ScroxtOei wean(s5) USE THIS FORMULA TOOBTAtNTHE*ANCHOR
Edge pemnoa M)' t• &Im 1' 2-1r2" 3.176' f• 2-ird• 1• 2.1m r 2' OA8• 0.64' 0,324• CAPACITY REQUIREW CORRESPONDING TO AN
Emb.dnmi(tnT 1.314' tarn t-Y4• 1-Y4' r Wbr 1-1/4• 1.4• 1.1/4• f-su• r ta76• tare• tables ACTUAL PRESSURE REQUIREMENT FOR THE
2Amhm5@4.76'MKC.C.1 SlandudorOdsafCep(Fig.Sit 30013 3911 t3 450@4 990@5 104413 21013 280 Om 354 ks 7402. 374IW 946 nn 91q 442Im 568 roe OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anctwm Q 2.25Mh O.C.i Zia-daed W0bei)Cap(Fg.Sy 700" 708 iW 58D IW 1410lbs 052 as WA we iba WA 830 ib3 WA WA 682 9n 865 f3 1120 tts CAPACITY(FROM THE TABLE)OF THE SELECTED
8 AncWm C 1.15'Min,O.C,I SI.4md(a Obel)Clip III 4): 060 Ih 1400IW WA WA WA WA 760Ib6 WA WA WA WA 1353111 1710 ws 2248 m6 MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Anetarsa rMin O.C.1(212s5Anete Cip3 I(Fig.6y 760611 Too lad wall 1586 iW t088m 54of3 56013 WA 760 las 748 t3 1542 an os21bs 886506 1520•. CAPACITY WHICH MAY BE USED TO QUALIFY
9Anctwo Q rMa O.C./(2)he An&Apel IFq.6): 117013111013 10201bs 231013 204413 810 R* 84013 WA 114011,6 1122 W 2938IW 1D22 Pot 132113 168013 ADDITIONAL ANCHOR OPTIONS FROM THE
4 AnchomQ OAA hen.O.C.t Utaq,1nt0,i25•Aprm.;fig.71: WA WA WA WA WA WA WA WA WA WA WA WA WA 10001. ANCHOR CAPACITY TABLE.2 At-a 2.25•Min.O.0FCIq(Fq,9): 350 ke ]5013 290 A,1, 70S Ra 47013 WA 280136 WA 356 toe WA WA 34113 1121311 38013 PROOUCI'REVtSGI)4Anchom I.IS•MN-O.C1FLeptFq.Bj 4811 W1, 740!3 WA WA WA WA 380144 WA WA WA WA 602 las mW 1129 AD 11lolnPlylllswith She r1orma
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --j 1.000' r•- A�iccpmn=l}(p--11'21$ O
Expiration�fiil
TABLE NOTES: ByFIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: d1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,SFE 7
• • • SHEETS 2-4 FOR GENERA INSTALLATION METHODS.
.
�O`,
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE.
��`..•',,\CENSE '•.Cc�Q
3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES 4'000' No.511705
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW = =••
FIGURE 5: FIGURE S: FIGURE 7. SUGGESTED,APPROXIMATE HOLE LOCATIONS. 6 rc
- 1}:a
• • • • Ulm
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED :'j.) S
• • • • CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW C) 7A1'B I :•.`�
(CMU) 125" ,'�`' t-'LOR%D ,..
SOUTHERN PINE WITH AN SC OF 0.65.ALUMINUM SHALL BE 6083-T5 AND BEA MINIMUM OF.126'THICK.STEEL �7 tC� ••...... �L?.,'�
( ) AND A36.STUDS TO LL ANCE A HORS METALE 33 SHALL EXTEND A7 LEASD.045-THICK(18 T S SCREW THREADS BEYOND THE MATERIAL#10.STRUCTURAL STEEL TO BE AT LEAST.126. 1&K i '�;/',,ONAlt,`�1
ANGLE CLIP FIGURES 5&6 MUST BE USED IN PAIRS. 1"X 4"X.125' A.LYNN N{I�LER,P.E.
1112 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLS'1
FL P.E.1158706
TABLE 7A M
Muillon Ca ad TablO IbsM1 a
Opening Width(lar vertically-sperNtg mu@lan9)arOpouing ld aht(tor hori7AriaBy-spamtng mutlons) a X5
SOI. 60 h 70 In 001. PO In 1001n 1201. 110 in 1601.
tiectong,dsr 7'WTAma Ractenout" TrelJTdang. Re.1.0iir Ttepm 91 Rmiengoly R preimq, Recteno 71,11"no p. Rccte.Bular TWTNng, Rcrotainde, Ttaµfiiu+a. Redianger TmgTri-a' od.,
1 x 4 x.376 apt7dtu4g. Rectenguiar Ire
teedirq Laa9na Losdng lading Leadng leatltq lending NednO Ina9ng Loadkq londrg Ladng Lading LN(InO Losdng Loading Lading Imana SY
Alua T1 m.Tube h
yybbRa
Mull{onT
�B � � �2� a 56 yy � cS ��• ��• ��' �
z 03
421n 170.0 628 170.0 435 170.0 744 {700 478 170,01 NO 1170.0 606 170.0 092 170.0 518 1170.0 1118 170.0 521 00.0 t240 1170.0 621 170.0 1459 170,01 02) 170.01 1733 1700 1 621 170.0 1983 170.0 521 0
41111 110.0 701 170.0 524 170,0 850 170.0 600 170.0 992 170.D 830 Woe 1133 170.0 661 170.0 1216 170. 877 170.0 1417 170.0 660 170,0 1700 170.0 580 170.0 1083 170.0 680 161.0 2021 170.0 600 _ _
30A25M 170.0 747 170.0 603 170.0 898 1700 831 170.0 1048 570.0 884 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 750 170.0 1793 170.0 760 1166,0 1018 170.0 736 130.6 lat9 170,0 7W D'
3
641n 170.0 797 170-0 012 170.0 956 170.0 091 170.0 1116 170,0 764 170.0 1275 170A 003 170.0 1434 17010 037 170.0 1594 170.0 OW 1680 1780 170.0 581 137.1 1798 170.0 861 12D.0 1798 170.0 Bet LU O
60 in 170.0 1145 170.0 701 170,0 1067 170.0 797 110.0 1240 170.0 675 170a 1417 170,0 044 #14 .
91 170,0 696 157.6 lata ITO.D 1033 1280 1819 170.0 1063 111.0 1619 170.0 1063 97.2 1619 170.0 K063 I0,- to J
03 to 170.0 030 170.0 7{6 1176.0 1118 176.0 854 170.0 1302 1709 840 1780 1408 170.0 t01$ 4211070 Ut.O 1612 170.0 1122 tY7.3 1642 1@86 1168 109.7 16{2 1157.8 11107 881 f642 107.9 1167 60In 170.0 9N 170.0 789 170A 1189 170.0 90 170,0 1364 170.0 1002 160.8 1472 170.0 1084 T2 108A 1148 128.0 1472 168.6 1130 107,1 1472 147.0 1106 91.6 1472 1440 11W 60.3 1472 146.0 1104
721n 170.0 1U67 170.0 876 170,0 1273 1170.0 ION 1*0.e 1 1320 188.2 1101 1320 1320 149.0 1082 117.3 1320 137.8 1088 105.6 1320 1258 1049 86.6 1320 117.0 1024 76.4 1320 it2.6 t013 08.0 1720 1126 1012 6LJ �!
78M 170.0 1122 1170.0 007 149.0 1100 139.0 1013 1281 St04 139.0 994 it?1 tY61 i2d.7 QT6 29.7 title 1143 954 88.6 1184 fO7A 1152 74.8 1184 47.8 936 84.1 fi84 93.1 927 60.1 11184 423 P25 Z) In z
a 76 In 166.1 1124 170.0 807 136.0 1124 117,0 PBS 118,8 1124 129.8 047 100.0 1124 115A 931 92.3 1124 105.0 DID 53.0 1124 BD.5 606 881 1124 69.0 59tl 58.3 1121 94.7 @81 41.8 1121 67.2 078 Q "^I
Op in 108.1 8N 1111.3 760 80,1 544 94.3 736 77.2 044 02K T2{ 67.6 644 73.3 712 60,1 514 685 702 54.0 841 91.4 893 45.0 644 54.2 878 30,0 444 50.D We 33.8 Bit 47.7 682 N
981. 68.1 742 811.0 843 741 742 77.2 662 93.8 742 971 041 56.7 742 69.0 831 49.5 742 64.1 822 44.6 742 4P.8 614 37.1 142 43.8 600 31.0 742 38.6 594 27.0 742 37.5 600 Q oz tip O
ca
p iO'r
1081, 82.6 568 83.9 530 52.1 580 53.5 521 44.7 666 46.6 513 39.1 680 11.1 383 34,6 088 J7.J 498 319 1180 341 482 26.1 686 ?8.0 481 22.3 684 28.8 472 19.6 588 21.7 100 m
111 h 37.0 56S a.e T101411,.0 356 486 195 41.2 655 4Z9 467 789 b55 36.0 180 33.8 665 00.2 {77 28.8 655 31.3 461 Z4A 565 27.1 157 20.8 653 24,3 448 180 SSS 22.4 442 LLI
a �,.
_ l201n 46.0 473 48,4 476 38.0 428 328 478 37.7 420 246 473 20.8 414 263 476 286 408 226 476 245 404 0615Q
144 in 26.4 330 26.7 330 224 301 18.9 338 183 287 16.6 1130 17.0 293 a
co
TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: g �m�
AncharCapacity 7atrID flkslANCHOR_AP..'_
Substiatc 2.7k CUKIeIa 3.3k Cea. Hapow t34U
Faed CNN PT W.W Metal (DP,,JX }=ANCHOR CAP.,,,
5/18'Eko 114.8SEka yf8'Elw 1/1'68Efw 810 Simi 11281.1 x125ted MULLIONCAP.,,o,,,"",
AnchorCllpPahema AncharType: 3tiirEkauitresa 1114^EkautOacon ukxal 3110'Ekeuibaca iM'EkDuliracon A90m0eta Unaeon ApOreGator Sorew{05)9arewiC6) Saaw(G5y USE THIS FORMULA TO OBTAIN THE'ANCHOR
EdOe Distance{N): t' 212' 1" 24(2• 3.1/6• 1' 2112" P 2.12" r 3-f/Y 1^ 0.45' 0.64• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
Embednmt Mk ta14" 1•Sr4' 1-1114' Kati' r t-174• t-114' 1-114" 1.114' 1.114' 7.114" r ta/a' tars we" ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchon®4.75'Min.O.C.7 StaNad of Oftel Clip(Fig.1&2): 39010s 39D IN 450 IN 590 IN 1444tH 270 Im 2801N 354 roe 7400% 3710% 664tH 98444 311165 412tH 56005 OPENING,WHEN IT IS LOWER THAN THE MULLION
4 At-A2425,W,O.C,1 Stan"d("OOsaq Clip{Fq.37: 70D IN 706 IN, Seo IN 1410100 95200 WA 5601be WA 639we WA 600 IN wA 66207 685 to. 11200. CAPACITY(FROM THE TABLE)OF THE SELECTED
6AnctWa®1,tY Mkt.o.C.r 81-14"(ar ottiel)C6p(Fq,4): 980 ks =74
WA wA WA NIA soros WA WA wA wA WA Mine 1774100 2240 m% MULLION.IT WILL YIELD A MINIMUM ANCHOR
i A.ehaa Q 7 Min O.C.((212c5Angle tips I ft.5): 760 05 1560 tN 16960. 340 400 580 to. NtA 760 Pu 749 IN 680IN Im INI 002 0. 68S IN 1120 05 CAPACITY WHICH MAY BE USED T4 QUALIFY
BAnchrna®7'Min O.C. 813Antlk Clip%I(Fig.q 1170IN 2340100 284100 010 05 040 IN NIA 11401N 112210. 13201N 2038 IN 102205 13271N 1s8016e ADDITIONAL ANCHOR OPTIONS FROM THE
4 AMRM 4D DAY M»,O.C,I U42ip,inta.12Y Akan.{479.7): WA WA WA wA WA WA WA WA WA WA WA WA 1430IN ANCHOR CAPACITY TABLE.
2 Amin-02.25'MN.O,c/F431p6q.0): 350100 105 IN 4781N NIA 2801N WA 316tH WA 440IN WA '34100 4421N S601N PRODUCT REVISED
4 Ahme Q I.IW MM.O.CJ FOIp(Fq.9): 480 ft WA WA NIA 31101N NTA WA WA WA WA O62 tN 885 tam ti24lba ns complyblg with Ye Flurid9
Building Codc
FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --) 1.002' 1.000" f-- Acmptance No 16-40 We C)3
R punt Dato � 4/�Q,(
TABLE NOTES: By
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8- FIGURE 9: 7)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION Miam'DQ1jy traBttM
• • • • • • • •• • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 11{I I I I I
• • t
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \��� tiy^(t,YNN 41111
• • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE
SHEETS 21-23.HOLES TO BE DRILLED IN THE FiELD FOLLOWING DIMENSIONAL RESTRICTIONS 4,000' 4.000•
SHOWN ON SHEETS 21.23,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ -
FIGURE& FIGURE 6: FIGURE 7:
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND A• (6 7.0
• t • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE -O 41
• • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE
8063-T5 AND BEA MINIMUM OF,125•THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' r).UR701'•'•�C
t • THICK 18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"T ICK AND A38,ALL ANCHORS .376' .375' %`L�%. i:`
ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 1'X 4'X.375' 1'X 4'X.375"� A.LS'NN�MILL�F�,P.E.
ANCHORS INTO WOOD MAY BESTEEL,16-8 S.S.OR 410 S.S. 'T'-MULLION MULLION
FL P-E.#58705
TABLE 8A a
22I a
Mullion Capa.1ty Table Ibafh2
Opening Wldlh(for ver9cally-spairblg mu8ons)or Opening Height(for hofi7ordaly-spanning mullions) uuuC! <
50 In 601n 701n 00In 90 N ISO in t20 In 140 in 160 in O
'1.26"z Ractan9Nu Traprtden9. Ranm➢Unr pm, 9. Rectangular Trap?danD• R0cl4tpular 7tap7Tnan0• Reolanpdar Trepmlenp. RMmgulOt 7rsp/I11onB Realsn➢ular Traprtden➢. Rectmgd. 7reprntan➢. Rc0lmgrler Tnprtnm9. p K
L-Ing LoadmB 1.14in➢ Loedin9 Loading LoaSn➢ Loaning ipadN9 Loadln0 Loedin0 Loadtn9 Looa;n➢ Loa3n9 Loadln➢ Loaarp LoeJn➢ l.ald7ri9 LoadnB oY
13
Tube Mull all I
� '�•. d
rij
QIn 170.0 620 170.0 435 170.0 744 170.0 47a 170.0 868 170.0 505 170.0 892 170.0 510 170.0 t11a 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 621 170.0 1735 170.0 521 161.6 1769 170.0 521 O 1++
W
45N 170.0 Toe 170.0 324 170.0 850 170.0 681 170.0 992 170.0 630 170.0 1173 170.0 BB1 170.0 1276 170.0 877 170.0 1117 170.0 8811 184.0 tae 170.0 eao 132.7 1619 170.0 6ao 110.1 1610 170.0 060 j Z
50.6261. 170.0 747 170.0 563 170.0 980 170.0 631 170.0 1018 170.0 681 1700 1195 170.0 723 V0.0 1345 170.0 747 IS7.0 1488 170.11 768 138.2 1{6e 170.0 768 118.3 1466 170.0 766 104.4 1460 170.0 7a0w C3 O
64 In 170.0 787 170.0 612 170.0 056 170.0 691 170.0 1116 170.0 761 170.0 1275 170.0 803 163.1 1376 170.0 037 148.8 1376 170.0 659 122.3 1378 170.0 Set 104.8 1379 170.0 661 91.7 1379 170.0 661 ca C3 F
BO In 170.0 085 170.0 701 170.0 1063 170.0 797 158.8 1158 170.0 078 139,0 1158 187.1 030 127,8 1158 169.9 DID It1.2 1158 150.0 912 92.7 1158 144.5 005 78.4 1158 144.8 905 89.5 1158 1Ka 905 W
a.
631n 170.0 030 170.0 745 INA 1051 170-0 6710 137.2 1051 155.11 BB2 120.1 1051 442.0 810 IOU 1051 132.3 837 99.1 1051 125.7 830 60.1 1051 119.6 a22 See 1051 119.1 821 60.0 1051 119.1 021 � N
601n 167.1 957 170.0 709 130.3 057 151.0 803 119.4 937 134.0 790 104.4 067 121.8 777 82.0 957 112.8 767 83.6 957 100.0 769 89.8 057 100.0 750 68.7 857 118.9 748 52.2 957 88.0 745 Z J g
721n 126.7 Sol 135.2 ADB 107.3 aD4 115.2 661 91.9 804 101.3 871 80.4 604 01.4 660 71.5 501 81.1 670 64.4 601 78.5 843 53.8 004 72.3 613 10.0 504 60.0 020 40.2 504 68.5 625 ? W
iz
761n 109.4 712 114.4 WO 81.2 122 87.2 Bta 70.2 722 80.3 See 641.4 722 78.7 596 60.9 722 70.3 Sao 64.7 722 67.5 580 45.6 722 59.5 670 39.1 772 66.7 665 34.2 722 66.2 601
t-
5 781n 101.2 685 105.8 800 04.4 605L47.
558 [25.1
865 76.5 577 63.3 665 70.6 566 66.2 605 84.15 560 506 885 60.1 663 42.2 863 61.3 613 30.2 885 61.{ 0.17 51.8 886
Q O
901n 61.9 615 80.0 457 64.9 515 449 510 50.1 441 41.2 615 44.7 434 3a.a 515 40.8 428 37.0 516 37.4 422 21.3 516 37.1 413 23.5 510 30.5 107 20.6 515 29.1 404 )(R Z
DB In 61.3 453 65.0 404 45.3 467 307 453 41.0 391 33.8 453 36A 361 30.2 453 33.0 370 27.2 463 30.1 374 22.8 463 28.0 300 10.1 157 2/.J 380 17.0 467 22.9 JSB l v 95 X500 Sr
103 In 38.1 355 39.0 323 31.8 358 310 350 28.4 313 23.8 355 25.2 300 212 350 22.7 304 18.1 356 20.0 300 15.0 355 10.0 293 Wcv
111 h 35.1 378 35.8 JOB 241.3 330 301 338 20.1 297 220 330 22.2 22] 19.5 ]30 20.0 288 17.6 338 10.1 20.1 K1201. 27.8 290 28.3 261 21.2 290 260 260 10.11 256 17.4 290 162 257 15.1 290 10,4 240
U N Q
144 h 161 201 16.3 186 a c Z mO
TABLE BB ANCHOR CAPACITY ADJUSTMENT FORMULA: -0 mLY
AncherCe act Table Ib0 ANCHOR CAP.,„„"„ , -ro
SuosBala 2.7k Colcnie 1611 Core. Hasm CMU FMOCMU PTWOod Mr45 (OP„a)X( )=ANCHOR CAP.,,,
`316'Elco U4'SS ElcoWUlm.
'141.-3121c. 010 Sled 912SIWI 912 Sial MULLION
AnchorCllp P6lbm0 Anchor Type 311s•Ehounram v4'EKousmcon Ultrrcon 3'16'Eico Uaracm V4'F-KoUe2con � ®lo0oty screw gd)screw 875) Screw(off USE THIS FORMULA TO OBTAIN THE'ANCHOR
Eope pslarce Qn) 1• 2-1/2' 1' 2-tlr 3118' V 2•Vr 1' 2-V2' 2 7 0.48• 064' 0we CAPACITY REQUIRED"CORRESPONDING TO AN
Emlcanmt n la4' 1314' talo• tale r 1.94' 1494• 1414• 1-1/4• 1-u4• r tare' 13'8 tales ACTUALPRESSURE REQUIREMENT FOR THE
2Anctl Q475'6611 O.C./SWndaN or Oval Cep(RD l7 3W Its 3m is 4501bs 800 ms 1644 bs 270 Ws 200 en 354 ms 74om 3740594685 341105 442 b1 l9i0 ms OPENINGWHEN IT IS LOWER THAN THE MULLION
Archon®1.15'MInO.C.Istwwrd(or 171681)41 (Flg T) 400 Ws 700 Bd NTA WA NIA II/A 380 Ss N/A WA NIAIIIA M2Im 585¢n 7122 ba CAPACITY(FROM THE TABLE)OF THE SELECTED
4A¢honQ MBi.O.C.I(2)245ArgieCopsl(••Tg3) 700 bs 76098 60D Its 15M Its lWSWs 64obs 560 bs NIA 7601to 7481bs1802 bs 6e2lbs 885bs imus MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Amrm®0.45•MIn.O.C./UCV.InIOA26'AWm(Fig 4) NIA WA N/A WA NIA NIA WA NM WA WAWA NIA WA 143025 CAPACITY WHICH MAY BE USED TO QUALIFY
t Amtor/FCBp Ing S) 166 bs 1B6lin 2251Ds 44695 622 b9 135 bs 14095 177 Ws 3701ta 167 bs +7J Wl t7o Ds 2tl lta 200M ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anclnnpl.lB'MI9 O.CJFCU 2wl 93005 NN WA WA NIA 1641 its NIA WA NIA IIIA WA 311 bs 41208 660118 ANCHOR CAPACITY TABLE. PRODUCT MVISED
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. us complying wish dm PI0r7m
IlaeamsC.da l,rP_021S.o3
No
FIGURE 1: FIGURE 2: TABLE NOTES: I--7.260'--( E oinsiaric Dote 126Z�
• • • ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFATION
• • By
ORM
ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Miwni o hdYscl Con
11111111!
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \\���O`�(LYNN Iy��/���j�'
FIGURE 3: 3.188' �,•''�,1G(=N$c '•.`�
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE �-
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ,
• BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. r 265• _ I` Mo•G07G5 l
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL •.' D
FIGURE 4: FIGURE 5: FIGURE 6: " 1
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE T /(rl'•, S,+7 L'U' /
• 8063-T6 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND 1.25'X 3.108'X.285"MULLION ' ��' '•AL GRlOH. {'�"1•
.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126"THICK AND A36.ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1.1/4'VF MULLION)
1110 B 1112 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S•S. A.LYNN iMILL�}t,P.E.
FL P.E.#58705
TABLE 9A �
Mullion Ca a01ty Table(the&)
Opening Width(forverticaly-aparnIng mu9lons)or Opening Height(for hodzontaiyaparnI g md9ons) p
501 601 701n BO In 901 1001 1701 140 in
O
1.26%3.2fi Reclaugabr Twp(Tdano. R4aloWLkar TrapfTNn9. RxlenOa.r T.Pad-2. RCIan9War T.Prra v. Ft a,wgai. T.prT..% R.-1)ler Tr4p(Tdan9 MctnngWv T.pTNnp. R4cl.npubr 7rnp(7r1n0 R..1-0. T.4YTNnp.
Laodig Loadag Loading loading Lading Loading Loadag Loading Loading Loading loading Lnedig Luang L"olg Ludtrg Lo.&Q Loading Lading pY 1�1
%.100yp pp yah yah
AluMulllonb6glh CNI
m ylj
Z �. rn
LU
42 in 170.0 610 170.0 475 170.0 744 170.0 478 170.0 86a 170.0 606 170.0 992 110.0 619 170.0 1118 170.0 621 153.3 lite 170.0 521 127.7 1110 170.0 621 109.5 1118 170.0 521 05.11 1118 170.0 521
48 h 170.0 7011 170.0 524 170.0 950 170.0 504 187.8 life 170.D 930 148.7 976 170.0 881 130.4 070 170.0 677 117.3 978 170.0 680 97.11 918 170.0 660 83.6 878 170.0 e80 73.3 976 170.1) lwo J
50.0151 170.0 70 170.0 687 170.0 080 110.0 811 160.1 B2T 170.0 Bao 131.9 927 166.6 Fee 117.2 927 159.1 699 101.6 027 150.3 690 a7A 927 156.3 605 75.4 977 IN.3 885 65.0 921 156.3 605 = U3
�R
64 in 170.0 707 170.0 (112 154.5 860 1100 001 INA 869 157.0 867 115.0 880 141.8 680 103.0 Me 134.0 660 92.7 889 129.8 654 77.3 B69 118.8 652 68.2 809 INA 652 57.9 089 126.0 652 W 0 0
W in 143,2 746 163.0 534 119.4 749 1323 620 102.3 748 117.6 606 88.5 740 107.6 699 79.8 146 101.0 692 719 748 06.6 687 60.7 746 93.3 503 51.2 748 91.3 6113 14.11 746 013 SB3 m (�
011 123.1 877 137.0 579 103.1 677 1112 MIS 60.4 677 100.4 Sly 77.3 677 91.4 548 68.7 1177 85.7 539 01.9 571 61.0 534 81.4 617 77.0 619 44.2 677 76.7 529 36.7 077 70.7 529 h W /D --I
661 707.6 817 111.1 6]0 69.7 617 97.6 619 78.0 fits 86.] 600 67,3 61i 78.7 600 59.6 8IT 77.0 494 63.6 817 68.7 409 41.0 all 61.1 411] 76.4 Oil 67.7 482 33.6 417 617 492 j 0.
121 82.0 516 61.1 450 60.1 BIG 74.2 440 69.2 618 05.2 432 51.6 lite 66.6 425 48.1 610 54.1 419 41.4 518 50.7 414 N.11 676 489 406 29.6 510 16.0 4051 16.9 510 45.0 105 Z
IB h 70.6 465 711 406 58.7 485 62.0 308 50.3 463 54.9 390 44.1 465 48.4 364 39.2 465 45.3 378 35.2 465 42.2 314 20.4 185 38.3 367 25.2 465 38.5 3N 22.0 485 38.2 303 ? LU
fain 65.2 Nt S60 367 54.3 441 61.7 310 48.6 441 50.0 372 40.5 441 45.4 386 36.2 441 41.6 380 326 441 38.7 350 27.2 441 K9 318 13.3 441 51.1 718 10.4 441 ]27 345 J Z
001 42.4 332 47.8 286 35.4 372 31.0 289 ]0.3 792 3f.] 204 26.5 512 28.8 28D 27.8 332 28.1 276 21.2 332 21.1 212 17.7 331 21.3 286 16.2 337 19.8 267 113 732 16.7 260 ¢ O r
O Q G
Goin 35.0 281 ]5.9 260 28.5 291 70.3 250 25.0 29t 28.4 252 219 291 216 248 19.4 281 21.3 244 17.5 201 19.6 741 t1.8 ?oi 11.1 736 179 281 ISA 232
tOB h 24.0 270 211.1 700 70.6 230 21.1 705 17.6 230 18.3 201 15.4 230 16.2 196 1- X yq Z O O
1111 22.8 2I6 251 197 169 218 1DA IBI 10.1 216 16.9 181 14.1 216 11.9 188
N
120h 17.9 167 182 170 I4.9 107 16.7 181
� 411 611
U N ¢ � �
D Z m0 s0
TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anchor Capacity Table([be) -�
ANCHOR CAP.,,v,,,,
8Wehafe' 2.7kCa.rola 3.SkCmc. Na9exCMU FiIkdCMu pr moa Mel.h (DP_) >=ANCHOR CAP.o,
5118'Elco 114'68 Elco 6/1S'Elco 114'SS Eko 010 SIeN 112 Steel 112 led MULLION CAP.,,,,,,,,
Amllarlype: 3116•Elco Ultnca0 1/4'Eko Ulemon 1'18'EW UK- if/'Elco 1.111-on USE THIS FORMULA TO OBTAIN 7NE'ANCHOR
Anchor Clip Patterns L111-On AoOrsOalr Ulhacon Ap0<e0a1r ecrtw(G6)&taw(C51 saran(OS)
Edea Di.lance(in1 1• 2.177• 1' 2-1/T 3.11W 1' 2.177 1' 7.142' T 3•t(8' T 0.48' 0.54' 0.724' CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment(1' 1-1.11• 1-Y4' 1-5'4• fare T 1.1/4' 1-1141 1-1/4• 1.7146 1-1/4' 1-114• T 1-Va• 1-=* Sean. ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchors®4.15•Mh.O.C./StatoaN or O6aet Clip IFIFNY 7001. 7900. 45010. 690 lbs 181416. 2/0 aw 20D ms 354 The 740@11 374 am 1ie11b. 9451be 3`415. 4421be 6601. OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchors®1.15'Min.O.C.I Slonaara(or O6aet)Clip(fig.21 460 973 ?oil W WA WA NG WA 3601ba WA NIA WA WA WA 662(b+ 585114 1120 B. CAPACITY(FROM THE TABLE)OF THE SELECTED
4 AncMnQW Kan.O.O./(2)216 An91e Alps 10`19.31 7806 leolba 680111 15601ba 1088 Los 5400. 5001b. WA 760166 7491. B600o 183210. m21. BBS Iba 1120104 MULLION.IT WILL Y IELD A MINIMUM ANCHOR
3 Ar.h-®094•Min.O.C.r If alp.in .1oo•AMn.(Fq.41 WA WA WA WA NIA WA WA WA NIA WA WA WA WA WA 9501. CAPACITY WHICH MAY BE USED TO QUALIFY
1 Arohor7 F41p(Fq.S} les Ib. les IN 215 iba N5ID3 au lb. 135 ka 1401b. In la 370 hb. lei 164 9]2911 47316. 170th. 221 lae 2801oa ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anctao 1.15'Min.O.C/FClp(Fig.117: 240 D3 3'A Ib5 WA WA WA WA 190 W WA NIA WA WA WA 141 ID4 442lb. 500 Da ANCHOR CAPACITY TABLE. l,RCA)UCT REVISED
m complying wiih the Plodds
Building Code►(�-021b.Oej
FIGURE I: FIGURE 2: 1.250' Acn(ltenx
TABLE NOTES: B%pircNon Data
• • • 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. Jr11 Dodo i!radlcl
111
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `\\;;Qat 1,YNP1
FIGURE 3: ('c
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.260' ., •'\\CL•IJS(> '�11 i
ANGLE SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
CLIP MUST '3l7
• �' BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE:IOLE LOCATIONS. _ '1'• No.587rib _
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _ y
.100• ''// f.0
FIGURE 4: FIGURE 5: FIGURES: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090.WOOD SHALL "0 g W 0.1
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE -T % ,'• . �!j
• 6063-T6 AND BEA MINIMUM OF-100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 1 '`�'. •.
.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL 1,25•X 3.25X.100* ��S r� ""•• ''�
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION r7 7�UN�'��•\-•`�`\
A10 8 012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.t�'NN:MILLER,P.E.
FL P.E.#58705
TABLE 10A y}W2$
Mullion C*pscity Table pbelle) 666ty 4 FA
Cleaning VAdth(for vefica"Pomfng millions)crOpening Height(for twrilonta9yspanng m6iliors) N� 5
so n 601n 701, BO N 90'n 100 in 120 it 1401n 1601n y( O
5.26X734 R#."vbr TnpMi RRxWngo T-pA'eang. Rechn9utm Tnpfra" R4cI wl. Treprrdng. Rect..gAar Trap/?*n9. R4c gdar Treprrdang. RNtw War T`,wTRarq 11.1-NI. Trapildanp. Aecie.9uty Trep/Trim9. 4
x.eZ4 Loeeng loedin9 lading LoFanO l.edig Loading Lading Loading I.,SOO tnad'og Lacing towing La"M Loelmp Lading lnadin9 Ladino 7060769 PY
Alum.Tube !J" .�'+ $ .§• .�'^ 9 .� .• .8 ''$' 'E 'er ^ .H ,. 'S
Mullion s v
e.g U ° % 5v Y �'S s $ 5A sal: s1r I' I s� U� �� �� $e �� s� � Cf)
v CO
8a 1� 4d 1 4 .e� s"� R s' �d z
421n 170.0 620 110.0 436 170.0 744 170A 478 170.0 aN 170A 506 1100 992 INA 619 110A 1116 170A 621 170.0 UAD 1709 621 1700 1468 170.0 621 110.0 1735 1700 521 170.0 ism 17oA 521 LDJ
401. 110.0 1D8 110.0 524 170.0 650 110.0 504 170.0 992 170.0 630 110.0 1133 110.0 661 110.0 1275 110.0 677 170.0 1417 110.0680 170.0 ITO 1700 60 169.7 1919 1700 600 146.6 1979 170.0 660 LU
SQ.525 M 770.0 717 170.0 563 570.0 696 170.0 d31 170.9 1616 170.0 584 170.0 1185 170.0 721 110.0 MS 110.0 747 170.0 1494 170.0 756 770.0 1793 170.0 766 1525 1977 1104 756 133.6 1877 1700766 (L'
S
5416 %70.0 197 110.0 612 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1276 110.0 803 170.0 1434 170.0 971 170.0 1594 Me 856 156A 1769 170.0 861 131,1 1169 910 661 117.3 1169 170.0 861 Q
60 In 110.0 885 IALD 701 170.0 1063 170.0 791 170.0 7240 1]0.0 870 170A 1417 170.0 944 161.1 1511 170.0 995 145.0 1511 170.0 1033 120.0 1511 170A 1061 1016 Lail VO0 7067 90.6 t611 170.0 1063 !A CO 61)
63 in 110.0 910 110.0 746 170.0 1116 170.0 850 170.0 1302 170.0 940 166.9 1370 1104 1015 139.2 1370 1N 1076 125.3 1370 164.0 1082 104.4 1370 165.9 tell 69.6 1370 166.3 ON 78.3 1370 165.3 1070
661n 170.0 974 110.0 709 110.0 1169 170A 903 165.6 1240 110.0 1001 1362 /240 166.6 1013 121.1 1246 147.1 1000 166.9 1248 139.0 Seg 90.6 1240 130A 970 71.9 1248 129.0 976 60.1 1245 129.0 975 Z to i m
72 in 167.01049 110.0 978 1392 1049 1502 592 112.9 1049 112.1 615 real 1069 119.1 060 832 1049 109.7 848 63.9 1019 1027 538 69.9 1049 94.3 826 694 1669 91.2 820 62.4 1066 91.1 820 r`'..,•
g
76 in 112.1 911 149.1 a?z 119.9 911 1M.8 BDa 101.9 341 111.2 791 89.2 841 100.0 711 79.3 941 91.7 766 71.4 941 56.1 751 69.5 941 77.6 1N 51.0 941 74.0 737 N.6 941 73.3 73fi z
7016 131.0 691 1376 783 110.0 894 116.914143S.6
894 102.4 761 62.5 991 91.9 740 73.7 094 B4.1 730 66.0 894 76.3 721 65.0 694 70.7 101 47.1 OU 67.0 701 41.3 991 66.1 698
901. 85.9 611 68.7 696 71.5 611 74.9 art 65.3 676 67.7 671 58.2 SW 41.7 671 62.9 560 43.0 671 48.6 551 35.0 671 43.1 619 30.7 671 39.7 53t 269 611 37.9 626 1--
C14 ¢ N
9610 70.0 590 72.6 627 68.0 590 614 590 634 509 N.3 590 17.6 602 39.3 690 43.0 494 354 590 19.8 480 29.5 690 31.7 177 25.3 690 11.6 469 221 690 29.8 461 x z 00 O
tell, 49.7 456 60.6 421 41A 465 428 466 37.7 408 31.1 466 32.9 402 21.6 456 29.7 396 24.9 466 27.1 391 70.1 766 23.6391 17.8 466 21.2 315 t5a 466 19.6 370aIttln 46.0 441 46.1 400 3B2 N1 39.3 N1 34.1 361 246 AN Jq.2 382 25A 441 273 376 22.9 44 244 3R 18.1 NI 2L5 363 15.4 Nt 19.] 356 14.] N1 17.9 351 {rj120 in 353 310 36.9 344 30.2 376 31.0 778 20.8 ]YI 22.1 378 23.7 339 201 378 21.3 326 18.1 378 19.5 771 15.1 370 16.7 314x144 in 214 262 212 242 77.6 262 174 262 45.3 236 U R) ,Q
z 0 0
a rit3
TABLE 1081 ANCHOR CAPACITY ADJUSTMENT FORMULA: .� �0
AnchorCapadty Table(lb.) `ANCHOR GAP, , "5
SuelUdle 2.7k Core We 3Sk Cant. Han-clAU Finwcmu PTwaOd Mdd (OP,,,)�'1 �=ANCHOR CAP.,,,
His Elco 1.SSElco Hts Eko t/CSSEico 010SIad *12S(eN 012 Steel `MULLION
Anchor ClipPattern* Amho,W Hie'ERO Ul7Mm 1/C Ekoi)lwin 18EIC 3f1BEicoulmm VC EkeUtttMOn e(ietOt UlBacm a®.1GHM Screw CS Sorer Screw
A9R ( ) !0� i� USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge US arca n) 1' 2-1/2* P 2-1/2' 3-170' V 2-V2' I- I 2-Ur r s17C r 0.4B- 054• 1 0224' CAPACITY REQUIRED'CORRESPONDING TO AN
EraWdrte t n 1314- I-we 1074' 13'4' 2' 1-V4' l-Ve 1-174' 1.110 I-Ile t•Ve r tare• 1315vales ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchors Q 4.79-Min C.C.I Slaraar07o0N Cop l>1g 11 300 ft 39018 450109 000 On SSM m9 270145 280 t. 354 ms 740115 374 ms 66406 94626 341 k6 442m6 560Im OPENING,WHEN IT IS LOWER THAN THE MULLION
4AMhors Q I.IW Min 0.41 7Sta%6t0{Or Cr6et}GOr plg 2y 400 ms Too Me NIA WA RIA NIA 380 ns NIA WA NLA WA WA 6B2W M442ftffioft
CAPACITY(FROM THE TABLE)OF THE SELECTED
4ArXhM 3•IAm.O.C.1M215ArgleClps/g`fe4 7B0m9 160 ms 680 m9 15600e 1896m5 540105 60096 NIA 760106 748 ms see U. 1892115 602M MULLION.IT WILL YIELD A MINIMUM ANCHOR
3Ancrors 00.5i'MOL OZ.IU 900./00r Aka. 4} NTA WA NLA WA NIA NIA WA MIA WA NIA WA WA WA CAPACITY WHICH MAY BE USED TO QUALIFY
I Amber/FCIp Og 6} 705 ms 10716 225 ms 445 0n 822116 136105 Was 17705 3701[6 167105 332176 473 Me 170103 ADDITIONAL ANCHOR OPTIONS FROM THE
2Atcloisoi.1V MIO.O.Gf P-C9 661 24O As 35006 NM WA NM NLA 16095 NIA WA NIA WA WA 341 ms _`,r HCR CAPACITY TABLE. pK(C)UCT RBVIS13D
' a cmnpIUM with dw FlOWS
FIGURE 1: FIGURE 2: Aca l I ccM Sro'621$,Gr3
TABLE NOTES: 1.250' Eu ind Do1c 11'G71)
i . 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEE726 FOR INFORMATION By
mi
ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. A'ttmn O.de pro"
t 111111111 ,
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ee
L 4.z-
FIGURE
.I
FIGURE 3:
f
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.260"
CLIP MUST SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS t r
BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. (.)0,"1'70'
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND .� U /tY.
FIGURE 4: FIGURE 6: FIGURE 8:
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-00,WOOD SHALL 624' ) '�i 1{
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE __2 �' 5 r Tl? F .,J=
• 8063-T6 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND .
rluRtOI-•• •`.045-THICK 18 GAUGE.STRUCTURAL STEEL BE AT LEAST.125-THICK AND A36.ALL "`C "••••"
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 125'X 3.25•X.624•
#10&1112 ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR 410 S.S. MULLION r
! LOA Ili A LYNNIM LL�R,P.E.
FL P.E.#58705
TABLE 114
Mullion Capadty Table pbartL2) ---_- a 'Ly3
Opening Wdth Slarventicaly-speming mtt ons)crOpening Height{br bortzcrtenyspenM�muttions) Lei
600 60 in 701. 80n 90 in too in 1201. Mein 160in 19
lg 4
5.26 k J94 RectngW. T Wr,,ag. RadangWu Top/rAng 8ed.0 T+a7yfdtag. ReciaagaNr 7wpTdanO- ROf guts, Traptrdurg. Rada,gdu irap,'Triuq. Rut 11 Trap4dang. RadangWar T7apTd.g. R9cU�Wu Tngtisng, d
X.024 Laadig Loading Loading LOadmg L0a0in0 Wadn9 LOadng Ladnp Coating Lasting Ladng Ladiq Lnedng LOrdng 40adag Lowing L0adn0 Lading �Yt
ki U
Alum.Tubo E^• .a ,Au.. •w �' E •� .�.-, §• ., 'S 8.-- 5 .� 13 '8 •SE �.. �'. E5.. � .�.. t YF 5 A'
Mullion �, g� S C g� R �€ :• SL �- g� > �. a �� $ �. fig. . 6 g� ^i. S $€ N
u w ci 0hih u w y w w.. w _ u., u u w wp _ w 9 w v 6 u u ci 1up�•g u iy$$ w u
s `! 4 = S b 5 P .�'t 5 £•� S b �'� 5� '_ �B S S ;8 �'' b �•v .off g` to � � W
sg �a iia afa gaIAfa � sa aa �€ a � a � a � �a �a € �a � fa � fa3 �a :� a � �a z {�1-
42 in 110.0 620 170.0 435 170.0 144 170.0 470 17D.0 868 170.0 606 110.0 992 110.0 51! 170.0 1116 170e 621 170.0 1240 170.0 421 170.0 1466 110.0 521 1700 1735 170.0 621 170.0 1903 I7ee 621 0 til
401n 110.0 708 With 624 110.0 650 170.0 567 lite 992 Ilea 530 170.0 1133 170.0 661 110.0 1216 110.0 617 170.0 1411 170.0 680 lloe 1700 170.0 660 170.0 1983 Ime 680 110.0 2161 110.0 681 -1
sosain 110.0 747 1100 60 1100 996 170.0 631 170A 1046 1740 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 td94 1700 7S8 470.0 1793 170.0 Us 170.0 2092 1509 766 170.0 2391 116.0 586
3❑
6410 110.0 791 170.0 612 110.0 956 1100 691 110A 1116 170.0 764 170.0 1276 110.0 003 170.0 1474 1700 831 170.0 1594 170.0 656 170.0 1913 110.0 661 1100 2731 1100 661 150.2 2403 170.0 861 UJ c
641n 110.0 805 170.0 101 170.0 1063 170e 197 170.0 t740 170.0 Bio 110.0 1411 170.0 944 170.0 5594 110.0 998 17D.0 1771 170.0 1033 170.0 2126 170.0 1063 146.3 2163 170.0 1053 I29.6 2157 170.0 1063 (p to (9
63 1. 170.0 930 170.0 746 170.9 1116 470.0 060 179.0 1702 170.0 940 150.0 1486 170.0 1015 170.9 1673 110.0 1076 1709 1659 170.0 1122 IS6.9 2060 170.0 1169 1345 2060 Ilea tilt 117.7 1064 1109 Till � W J
661n 110.0 971 VOA 709 170.0 1169 170.0 903 INA 1344 170.0 1002 1704 165% We 1086 170.0 1753 110.0 1165 title 1918 170.0 1210 1470 1966 110.0 1215 Ills 1966 lite 1296 107.2 1966 170.0 1286
12 in 110.0 too 170.0 878 1100 1275 170.0 1009 170.0 1466 VOA 1126 1700 1100 110.0 1226 144.1 1134 110.0 1355 138.7, 1734 168.8 1386 116.8 1734 1569 1364 99.1 1734 IWA 7352 66.7 1134 150.2 1352 Z J Z ?y
761n 110.0 1171 170.0 all 170.0 1346 1780 1060 168.5 1556 1100 1209 141.4 1566 1652 1265 131.1 1556 1615 1266 117.9 1656 141.3 U61 983 1655 129.3 1229 all 1656 t22.3 1219 73.7 1636 121.2 1215 � � + Z
71 1" 150.0 1151 170.0 987 170.0 1361 170.0 1116 155.8 Illi 168.J 1216 176.4 1471 152.0 12U 121.1 1177 139.1 1706 109.1 1471 12!.5 1191 90.9 1dT7 116.9 1169 77.9 1477 Islas 1158 60.2 1477 109.3 1164 Q r �,).
904. 142.0 1110 146.5 966 1164 4650
tot.$ 1110 107.9 961 66.8 Ilia 96.3 936 78.9 1110 07.5 922 719 1110 00.7 810 S92 1110 71.3 881 60.7 1$10 65.6 818 44.4 1110 52.7 070 �
9610 111.0 975 120.3 872 07.6 65 03.6 976 88.3 812 73.2 976 ITS 820 654 975 71.2 oil 685 976 65.4 807 40.0 916 SIA 189 41.8 976 62.3 176 366 976 49.3 767 F x�z 00 O
too is 02.2 171 84.0 696 66.6 86 set 111 61.1 674 Sia iTi 64.3 664 457 771 49.0 665 41.1 777 11.9 645 71.7 71t 38.9 631 29A 771 35.0 621 26.7 771 32A 612 rn W
111 is 76.7 I30 T7.] 661 5].1 5D 61.1 7]D 56.3 610 17.3 )70 47.9 631 42.1 730 459 622 37.9 730 41.1 614 ]1.5 730 35.6 500 27.4 730 3t.4 584 23.7 730 293 681 N �}a
11010 68.9 621 61.0 589 49.8 0 428 621 11.7 652 15.5 6U ]9.1 6U 7].3 43d J5.3 537 70.0 621 32.2 01 25.0 624 27,7 519 UA 6U 24.6 609 18.7 521 71.fi 501 x !C?
144 in 34.7 433 35.1 400 28-9 95 24.8 433 ?6.4 }90 31.7 533 72.4 305 19.3 433 79.0 381 17.3 433 18 2 37fi U {may Q O
zmO O
TABLE 11B A)--4DR CAPACITY ADJUSTMENT FORMULA: €jY ma
AnchorCopecity Table jibs)
Su061rate 2.7K 03-ndb 36k Care. He"cmu FI6e0CMU PTWooa Mdal ANCHOR CAP;?,,,,,,,, &'2 �
(OP,)X( )=ANCHOR CAP.,,,
J'is Eiso 114'SS Et 5/16'Eko fir SS E7a0 qi0 clad #12 Sled #12 Steel MULLIONCAP.,„„_
AnchOrCtlp Pattams AnCharTYPO ins EtNINUIe44 yr Etounreaan Uttracan ats acaua,acm ve Eteaunr4cm Agg180ator u6rxm Awre0dor Sc"(W)ScreorM ScrB#(G5) USE THIS FORMULA TO OBTAIN THE•ANCHOR
EOW DslmceOnt r 22ur t' 1 2-1)r X14r r 2-Vr 1• I 2-11r r 3-118' r 0.48' 03r 0.32r CAPACITY REQUIREWCORRESPONDING TO AN
Emteoaaii n I1/4" 1sr ts4" 1s4' r 1-vr t-vr 1-114" t-vr 1.114• 1.1Ir r ts5' Ise• vines ACTUAL PRESSURE REQUIREMENT FOR THE
2 AMNIM 6 475'ME O,C./Slandad or 01bet Cep(Fig.1Y 390 Its Seg 12 450 ills Bell 9s 1644 Its 270109 2001 s 354 058 740 Its 374 Its 664 IDS 016 to 34110; 442 Its me Ra OPENING.WHEN IT IS LOWER THAN THE MULLION
4 AM110M 0 IAV Mh 0.0.1 Stadan!(3-r Cttset) (no4 480 to$ 10065 NLA WA RIA NM 380 its NIA WA NIA WA WA 682 Om 685 IDS 112026 CAPACITY(FROM THE TABLE)OF THE SELECTED
4ArcMn®"In 0.C./M2i6Argle C8pt/(Rq 3) 700 D3 70010 600 Ds 1560196 209596 5100! 660 Its NIA T60it. 7481es 8801ra lege one 682lbs 665108 117DDs MULLION.IT WILL YIELD A MINIMUMANCHOR
4Aatm 411 0.53'Mh.O.C.1Uta:p,1013-.10U A6aR(Fig 4Y NIA WA WA WA NIA MIA WA NIA WA NIA WA WA WA WA 126705 CAPACITY WHICH MAY BE USED TO QUALIFY
1 Arclnrl FC9p IRA 51. 196 Ds 106 Its 226 Ds 445 M 622 Lbs 1359% 140 Ire V?set $70 Its 187 Ds 332 Ds /73 It* 17040 221 Ds 260 0e ADDITIONAL ANCHOR OPTIONS FROM THE
2AMMM 0 I-W 66R0.01F 2400% 356 Dt WA WA N/A NIA too Re N/A WA IIIA WA WA 3411M 44222 666 Da ANCHOR CAPACITY TABLE. PRODUCT RLVIS13D
as camplyina with the Flu*k
1.260" Building Code
FIGURE 1: FIGURE 2: TABLE NOTES: Accepimc6 Nu 1Co-o218'e3
L'xpila'on�Pjmdut
2)1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATIONy
ON LOADING•SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Mr Dad
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ratty tYNIV r71<<r/I���
FIGURE 3: 3.94' '���..•.1Ct-N Sj� ''•�
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE �•c CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN HE 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 �31ZGROUT•FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL • r ��,,(( IiFIGURE 4; FIGURE 5: FIGURE 6: BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE '?1. ;'JIt,-
« 6063-T5 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND .6'4" ''0,%••,!'(9811)2:•''.fj"� '
M 0 ANCHORS INTO METAL SHALL EXTEND TT LEAST 3 SCREW THREADS BEYOND HE MATERIAL. rili EEL TO BE AT LEAST.125'THICK ANDA36.ALL , 5`s/()1110\,
* #10 8 412 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 1.25'X 3.94'X.624' A.LNNUMILIA,P.E.
MULLION FL P.E.#58705
TABLE 12A
Mullion Ca aci Table bsK o ti
Opening Width(for var8cally-span ilg mUlions)or Opening Height(for hodzorlle9y-spanning mullons)
SOI. pOH TO In 806 goln 100 In }201. 1401. 1801.
Rectengeler 1 TWfrd.V Rectpgder Trepridan0Relnpuler TrTdngRceder TraponTd . RectagTr4pdp. Reard Trep
TRlgr pTdag. Ra01en}eEpmnp. RatnWieTropfrIdta+l 18n
2 x 4 x.25 L--ft L"drig 9 L-dng 1E-1ng (8-10 Lang I.. I"ng Leang Lftp L.." toean9 ding O
(aadnp tnaa+p L-fro
o a
Alum.Tube N
Mullion di
z (0
421. 170.0 1 620 170.0 435 110.0 744 1170.01 419 170.0 666 170.0 608 170.0 972 170.0 519 170.0 ilia 170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 521) 170.01 1735 170.01 621 170.0 1983 170.0 521 O F-
48). 170.0 708 170.0 524 170.0 856 170.0 584 170.0 992 1170.0 630 170.0 1133 1704 661 170.0 1275 110.0 617 170.0 1417 f70.0 No 170.0 1700 110.0 080 170.0 1883 170,0 680 170.0 2287110.0 680 J !11
60-625141170.0 1 IQ 1170.0 563 170.0 No 170.0 011 170.0 1046 170.0 684 170.0 1 IVIS 170,0 723 170.0 1345 1 1700 747 170.0 1494 ODA 756 1704 1703 1704 760 170.0 2092 170.0 766 170A 2381 170.0 756
541. 170.0 707 170.0 alt 170.0 956 1704 601 170.0 1}18 170.0 754 170.0 1275 170.0 60.1 170.0 1434 170.0 037 170.0 1684 170.0 me 170.0 1913 170.0 081 1704 2231 170.0 851 170.0 2650 170.0 061 w Q
win Roo 051 170.0 101 iI0.0 }003 1704 767 170.0 1240 }TOA 078 470.0 1417 170.4 gii 770.0 1594 170.0 966 ilh)V 1771 170.0 1033 1704 2125 170.0 1083 170.0 2479 1704 1063 INA 286D 1700 7063
$31. 1704 030 170.0 745 170.0 1116 170.0 1150 170.0 13M 170.0 010 170.0 1480 170.0 1015 1704 1873 170.0 1078 170.0 1658 170.0 1122 170.0 2231 1700 1I 166.7 2553 170.0 1171 145.9 2553 170.0 }171 � "1
6a in 170.0 874 17MO 780 170.0 1109 170.0 003 770.0 t304 170.0 x002 170.0 IWO 170.0 low 170A 1763 170.0 1165 170.0 1045 170.0 12}0 170.0 23111 170.0 1276 161.0 2431 }70.0 1260 132.8 2437 170.0 1288 � _
m
721. 170.0 1963 7700 878 170.0 1276 570.0 1000 170.0 4488 {706 1128 170.0 1700 170.0 1728 1704 1911 1704 1315 }70.0 2f25 170.0 1387 1464 2184 474.0 1460 124.8 2184 170.0 1528 109.2 2161 170.4 1530 p$
701. 170.0 1127 170.0 937 170.0 1340 177.0 IWO 170.0 1570 170.0 1209 170.0 1794 170.0 1= 166.1 19W 170.0 1421 140.0 IWO 170.0 1605 123.8 1900 1814 ISO 100.1 IWO 164.0 1535 02.9 1960 1627 1631 2) W g
LL
781. 170.0 1151 170.0 967 1704 1301 170.0 ilia 170.0 1611 f70.0 1250 170.0 1842 170.0 1380 1621 1861 170.0 1474 137.4 1901 163.1 1500 114.5 1681 147.3 1413 90.2 1881 130.6 1459 88.9 1901 137.8 1464 ¢ o «c-i--
90tn 170.9 7326 170.0 IfN 149.1 1308 1580 1219 577.8 1348 IW6a 1198 }17.8 1398 121.3 iV7B 99.4 13M 110.2 1162 80.6 1308 101-8 1147 74.5 1398 59.8 1122 83.9 1308 a27 1106 5.9 1398 76.9 1008 F .J..i v-• r
4 O
001. 147.4 1229 151.5 10% 122.9 1220 127.8 1079 106.3 12291 111.2 1}081 B2. 1220 9B.B fON 8LB 1229 59.6 1029 73.7 1270 07.4 1016 61.4 1220 72.2 093 52.7 1228 854 977 49.1 1228 62.1 907 Q 2 N
a a
1081. 103.5 977 105.8 077 88.3 971 89.0 862 71.0 671 77.2 844 84.7 971 58.4 a37 57.5 971 61.8 826 81.6 671 506 Bf6 43.1 971 19.0 786 31,0 671 44.0 792 321 671 40.0 771 {y) N
It!1. 954 919 973 832 79A 918 81A 819 68.1 010 704 a06 fig. 919 029 794 51.0 910 St9] 784 47.7 619 61.8 774 39.7 919 M4 768 34.1 91g 40.2 742 20.8 919 31.1 732 U1
1201. 76.6 768 76.0 719 82.8 700 84.6 705 83.8 im 55.8 895 17.2 7aB 40.4 Na 11.9 709 H.4 877 77.7 786 40.11 666 11.6 788 34.9 651 21.0 788 31.0 845 234 789 2aA 1131 X
ii4 to 43.7 bib N.2 804 38.4 dib 37.0 498 31-T 546 3f.e 497 27.3 6{8 282 405 2{.3 VA 26.3 479 21.8 648 22.0 474 182 648 18.40 481 75.8 546 17.2 455 133 40{8 iff.5 408 Q N p O
TABLE 128 ANCHOR CAPACITY ADJUSTMENT FORMULA: LL z min U)
AnehorCa act labia(lbs) mrd
ANCHOR CAP.•„„•„
so5suata 271tcotcrte 36sOak. No3pwO.fll FnedcMu PTWOW Mdal (DP,)X+f �=ANCHOR CAP.-
Amber
AP.,,•
Amber7ypa 3+1aEkoWrIcm vrEkpunracolr Wig,Elco 3'raFJcouOmcm w•Ekounracon 114'S3Ekp slfaeko 114853EIcp 8106103 al2ste0 a129leer MULLIONCAP., , ry
Anchor Clip Patterns Uaraon Ap9re0aior uRican Ag3.3da Scnar(G6 SomiC5) Scuv(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Edge Ustaree 0n) 1• 1 2-1/2- 1" 24121 3-Ila i• 2-112 1 1 2-112 2- 31/W 7 a.4a• 0.54• 0.524• CAPACITY REQUIRED•CORRESPONDING TO AN
Embeoaml n talo' 1.3+4• 1a/4• 1-114• r 1.141 1.114• 1.1/4• 1 t-1/0 1.114• 1-114• 7 I.&V t•aa vadat ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchor3404.T9•Wn OC.ISfardad orO0sel CYp(Fig 162x 3m 03 3900s 450 lbs We r6s Ill"lbs 270 les 28099 354 fps 74a(03 374 os 664 lbo St89e 341915 412 DB 568dd OPENING,WHEN IT IS LOWER THAN THE MULLION
4 ArKh rs®2.611•MIM O.Q/9taxbd(of Orbe!)Cop(Fig,H' 740lbs 740 to 633 ms 1485 0A 1424 W WA 660 Oe WA figs Its NIA am Ips WA 6529u 965 9E 1120Im CAPACITY(FROM THE TABLE)OF THE SELECTED
6Miles0 i1l-Mpt O.0 is-(a 73 ase0C (Flo 4T 666106 osa 758 fin t94008 NIA NA 70598 NIA 709iis N7A WA WA 1022its 1327 Its ism Bs MULLION.IT WILL YIELD A MINIMUM ANCHOR
4Archers®3'Min.O.C./ 216AIp1eC9pi/(flg57 INIbs 70nes SWW 15M Me 1866,01 &DIqD 5150 ms NIA MOM 740Ies No" 1BMaa 652ms N5 lbs 112464 CAPACITY WHICH MAY BE USED TO QUALIFY
6AMhM0 XMIn.0.C.IM21SArGleC"IPit 6y 1170fbs 117024 I=9T 2!4006 f 2944 101 1 57k. MRS N/A }74gms 1t22d,s 1320101 1 283610a I=lts 1327 as %80 ms ADDITIONAL ANCHOR OPTIONS FROM THE
Mfchon 491.34•MIA.O.C.I UCIIp•(nlo.}25-AA00.(ig n HIA WA NU WA 1 It/A NIA WA HIA WA NIA WA WA NIA WA 075 ANCHOR CAPACITY TABLE.
6ArtM3Q06(•Mtn O.C.lUCbp,Into 125'Ahmt.ft 81 141A WA WA WA i0 NK WA N/A WA N/A WA WA WA WA 21 IDS PRODUCT REVISED
2Anchon Q 260'M)n 04JF-Mp Ing O7 370 Ws 370108 315 Pot 7431he 71298 NIA 2m 88 NIA 34611, NIA 440 ft IVA 311 ars 442 N 860 fm ps complying with dw Flurkfx
snrcpprs401.7N MIn.O.G1F-Ob .tax 443 fps 523 the 3Mbs 07328 NLA Hu 353IW WA 38911-1 NIA WA WA 4011 Di 6616E 840 fta Uu11dOrg Cvde 1f0'0�1$,0
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Acapt+woo No
CIRCLED VALUES VALUES ARE USED IN THE EXAMPLE ON SHEET 24- Fxpimfl n Dal-V& �Jzvz 1
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: U� V
• • • ♦ • • • TABLE NOTES: 2.000" blies DOde 7hod1rcl COutr
• • 11nIIu/I//
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.
FIGURES: FIGURE 8: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. (•' ,;'i
• • • • 4.000" '+�� tdu �r0705
• • • • 3)MULLION AND MULLION CLIPS SHOWN ARE CTI TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES 70 XI DRILLED W .280' '1
THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE /
• • LOCATIONS. kt
FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: '(�;•'• is I L Oh •'<'C'
ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT �j.'•.FtORIOp;•...
ND 445"THICK(18 2 X 4•X.25•MULLION 5!ONAX �`
IN PAIRS, GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A,LYIt�}N1MI
•• • • THREADS BEYOND THE MATERIAL.#10 ANCHORS)NTO WOOD MAYBE STEEL.18-8 S.S.OR 410 S.S. FL P.E.#SER,P.E.
TABLE 139
Mullion Capacity Table ib6tft2 h
Opening Widin(forleNCalVspalnirg mdllons)or Opening H•ight(forhodmMa%lsparrrrg m448om) al x
6otn 806 7014 606 9019 I 1006 1261n 140 in too in 0.' a
RaclSlUa' Trepmang Rat4ngd3r TmpRd.,o ReclanpOw TlaprTdang. Rocleryl8ar TrepRdang. R.ctan0.1 'ns"arp. Rocl•rydnr Tmprrdw,% R%leagWer TraplTdory. ROoleryidar 'Do anal Rectangular 71epfTda.p. ¢ O
2x 6x.26 Loadng Loadop Lwdw Loaft Landry toadtp 1.aadng Laadr49 Loedi.9 Loadry 105440 Lpadnp Load6g 105463 155449 Loadny Loadng Loadn9 1 4
Alum.Tube r r r r p r r r a
Mullion n •��• �� � jyyj{{ {1��{jj``� �jyy2�( 1{yjr� ��H{""j� np '{$�r`� � �� � a,9[�}. {fY_7�. � �{Q$y ��j`j� {`�� ��jt$s�} y � � a� � �� y {}�j� q�{{y' �a{ � �S � LL
U) r�
42 In 170.01 620 170.0 435 170.0 744 170.0 418 170.0 688 170.0 500 170.0 092 170.0 510 170.0 1110 170.0 521 170.0 1240 170.0 621 170.0 1488 170.01 521 170.0 1735 170.0 521 170.0 1003 170.0 fi21 0
46 in 170.0 708 170.0 524 170.0 850 170.0 684 170.0 982 ;70.0 630 170.0 1133 t7O.O 881 170.0 1276 170.0 817 170.0 1417 170.0 ON 170.0 1700 170.0 600 170,17 IM 170,0 1 660 -1-0 '1207 t10.0 a00 LU
0 2
50.4514 1709 747 170.0 583 170.0 688 170A 631- 174.0 1018 170.0 084 170.0 1195 170.0 723 7704 1345 170.0 747 117041 1494 170.0 758 ilAO 1783 770.0 768 170.4 2082 170.0 756 170.0 2J4 7714.4 758" � (�B 111
54 6 170.0 797 170.0 012 17D,0 956 17.00 601 170.0 1178 170.0 754 170.0 1276 170.0 863 t70.0 1434 170.0 037 170.0 1594 170.0 056 170.0 1813 170.0 061 170.0 2231 1 170.0 861 170.0 2550 170.0 861 ILI O
6081 170.0 685 170,4 705 170.0 1093 170.0 797 170.0 1240 176.0 678 114.0 1117 170.0 814 170.0 1594 170.0 898 170.0 1771 770.0 1033 170.0 2125 170.0 1083 1 170.0 2470 170.0 1003 170.0 2833 170.0 1063 J
63 k, 170.0 a30 1170.0 745 170.0 fife 170.0 a% 170.0 1302 110.0 1 040 ITU1488 1 i'-'
0.0 1016 170.0 1873 170.0 1076 170.0 1658 IMO 1t22 170.0 2231 170.0 1169 170.0 2803 1700 1111 170.0 2075 170.0 1171 +� -t
656 170.0 074 170.0 789 170,0 7140 170.0 963 170,0 734 170.0 1002 q0.0 1658 170.0 1080 170.17 1763 1717,0 1156 170.0 IBM 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1266 170.0 3117 110.0 1286
C 7247 170.0 7063 I t70.0 678 170.0 1275 170,0 1009 170.0 1488 170.0 1120 170.0 1700 17.00 1220 t70.01 1913 170.0 7315 170.0 2125 770.0 1307 170.0 2550 170.0 14W 170.0 2075 170.0 1629 170.0 I 3400 1 170.0 1530 U
706 170.0 1122 170.0 937 170.0 1346 170.01 1080 I704 1570 170.0 1209 110.0 1704 170.0 1322 170.0 2019 17MO 1721 170.0 2243 170.0 1505 170.0 2892 170.0 1629 170.0 3140 170.0 164 170.0 MW 1704 1705UJ
J
7814 170.0 1151 170.0 067 170.0 1361 170.0 1118 110.0 1011 170.0 1250 170.0 1042 170.0 13N 170.0 2072 170.0 1474 170.0 2302 170.0 1684 170.0 2763 170.0 1700 1100 3223 170.0 1117 170.0 3083 110.0 Vail Q � �
901n 110.0 1326 170.0 1144 170.0 154 170.0 1326 170.0 1859 170.0 1498 170.0 2125 170.0 1853 170.0 2Jot fla.O 1703 170.0 2856 170.0 tof8 176.0 3168 170.0 2125 1504 34113 170.0 2273 138.5 3413 110.0 7381 = Q
9614 170.0 1417 170.0 Y232 170.0 1709 170.tl 143} 17tl.0 1903 170.0 1622 110.0 2287 170.0 174 170.0 2550 170.0 1962 170.0 2033 170.0 2095 180.0 3199 174.0 7336 131.1 S1B@ 106.0 2470 120.0 3199 158.1 2426 Z O
1051. 170.0 154 170.0 1409 170.0 1913 170.0 1647 170.0 2231 170.0 1070 170.0 2550 170.0 2078 184.6 2781 170.0 2271 146.3 2781 161.9 2333 123.0 2751 140.4 2201 105.9 2701 126.9 2234 92.7 2761 116.0 2100 (n N o
iii to 110.0 1038 170.0 1454 170,0 load 7700 1700 170.0 1203 170.0 1932 170.0 2621 170.0 2149 151.6 2832 let 2245 U6.6 2632 146.4 2216 113.8 2832 126.} 2180 979 2832 145.1 2125 65.4 2832 100,3 248 �
1201n 170.0 1771 170.0 1668 170.0 2125 170.0 1%9 154.4 2752 159.8 toot 135.1 2252 141.4 1004 120.1 2262 127.2 1836 100.1 2252 116.1 1916 80.1 2252 89.6 1672 772 2262 63.9 163@ 67.6 2252 01.4 1000 H j
X ?
14414 125.1 1581 1211.8 740 104.3 1684 t0a.1 1125 69.4 1501 BL6 1407 782 154 60.7 1JW 88.5 1564 72.3 1373 628 1584 as.7 1358 021 1561 50.0 1330 34,7 15114 48.2 1305 39.1 154 63.4 1263 Q N Q a 0
a zm0 0
TABLE 138 ANCHOR CAPACITY ADJUSTMENT FORMULA: �� a m�
Anchor CaDacltv Table Libal ANCHOR CAP., ,,, 3 �
ANCHOR CAP,,,,
Sutzaimta 2.7k Comrale 3.5k Cant, Halt-CMU fined CMU PTWood Melpl (DP•„)Xt ,=
&16Eto 114.68 Eko 5118•Elco 114'SS El.. 810 91551 1712$teel W 2 Mad MULLION CAP.,,,•,,,,
AncborClipPattern9 Anclwrry Y1('Ekoulbacon w^EkoU7uaean tAltamn 3+t8'Ekotpuscon f14•Ekoul4oam A I. Uft- AByeGAW 5«503(05)sa,arrpsl sareo(Os) USE THIS FORMULA TO OBTAIN THE*ANCHOR
Edo G11-0(In) 1' 2-W 1' 1 244' 3-lir 1• 2-112. 1• 2412' r 3.710' r 0.46• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
Efnbednent 067 1.39' 1.314' 1.314' 1 1-314• r 1414' 1414' 1-114' 1 1.114* 1.174' f-714+ r tare• lava' +ode. ACTUAL PRESSURE REQUIREMENT FOR THE
2 AaahmC 4.76'Min.O.C.1 Sund&d ar 06163 Clip a1g.1621 390 lbs 390 Its 450914 I 890@6 144 R. 270m5 280lbs 354 M. 74084 374134 64 IN 40 ft 3411b4 442165 -M-Y. OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Aacfw ill k6a`Nn6 O.C,18letdard t"Othai)C8p(Fig.3}' 760 m. 780 83 900 Ou 1780134 =2 las 540 W 560 lbs 706 tN 1480145 148 ft 1272 On 16W Iba Wits 685155 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED
8 Ancha4 4M 1.71•Min.0 C.I Stenil"(W Odd)Clip(Fig,4 1180lba 1400134 10101be 2595 IN WA WA 940134 WA 1065 lbs WA w0. WA 1363 oe 17701b, 2240 ms MULLION,IT WILL YIELD A MINIMUM ANCHOR
4Ar Wa 6 r Mkt O,C.1 i2)26AWW COp6 J ft,5J: 760 ft Tho ba 1 68083 15601b6 1090 84 540Ibs Seo lbs WA 760 lbs 74614 680103 1892103 652 14 665Ib. 1120103 CAPACITY WHICH MAY BE USED TO QUALIFY
O AnchatsQ3•Min O.C.1(2)2x5 Anob Ilia I(Flo.81 1560 It. 1500lb7 1360134 3120134 3102 M.1 10008. 1120134 WA 1520134 1 140803 1 176084 3141bs 1303103 171083 22401h4 ADDITIONAL ANCHOR OPTIONS FROM THE
12 Arches•Q 1.5^Min.O.G I(2)b5 Anak Cape 10`10,7): 1680lbs 2100165 14409. 3780105 WA WA 132083 WA 1500134 WA wA WA 2456. 25%106 33601. ANCHOR CAPACITY TABLE. PRf34)UCTREVISBD
4 Aoohor6 0 1.34•Min.O.C./UC4p,Info.125'Alum.(Flo,8). WA WA WA WA WA WA WA WA WA WA WA WA WA N1A 1430 86 m Complyutx with tho Fhxi011
B Amts 100.84'Aon.O.C.1 UfJlp,lalo.12Y Alum,tFip,0): WA WA WA WA WA WA WA WA WA WA WA WA WA w0. 288184 1+-2.000'^i Uuildhis Code
2 Anchan 04.66'Min.O.C1 F-COP(Fig.101: 300165 3901ha 450 R. 800 iW 1418165 270 ib6 260 IN 354 m6 740 Os 374 IN 536103 46 317 ma 44215 580lba Aa Ptpr,aq l,)p�G�S3�J$-O
4 Amhbo 1.77'MIn.O.CJ F (Fig.111 590134 700165 605134 1288 M WA WA 470134 NA 533 80 WA WA WA 683134 605134 1120 rob 250, P imti 4 Date t�
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
TABLE NOTES: Dy
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIGURE 11:
• • • • • • • .• • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON t 1 I I I 1111 r
• • •• •• • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, \�� l; QIZ. orf/
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANO/OR OPENING WIDTHS IS ALLOWABLE. : �,''vt(;1:IJS ''••FP
• • •• • 0.000' R'.' t•
• • • • • 3• a* • • 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
FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1 ry,_
ANGLE �-0 *��a
• • • • U 'F
CLIP4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED(FIGURES CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM GOO.WOOD SHALL BE PRESSURE-TREEATED• • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 0003-T5 AND BE AMINIMUM OF.126" ;MUSTIN THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TOi• • • • USED IN 4'
PAIRS, BE AT LEAST.125 THICK AND 938.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2"X 8'X.25' A.LYNNIk)llL�1R,P.E.
THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,184 S.S.OR 410 S.S. MULLION FL P.E.#68705
TABLE 14A
Mullion Capacity Table Ibs/R7
Opening Width(for vertically-sparrting mullions)or Opening Height(for tadxonlally-sparring midpons)
601n 601n 701n 801. 90 In 1001n 1201n 140w 1601n � p
RaclargNar TrapTdare. ReclaneNer Tmp7Nng. RnxtanguMr T2{rTdmg. Rectergular TrclrTdarg. RealargNar Tra1✓rtl.rU R4a1ugulu Toplrdarg. RatagNu Tr Tdarg. Aw.wulnr TrcpTdom RxlorgNu LaPrtd-v 4
1.26••K 2.11" Lolling Lollig Loadtrg L.Milre Loodkg Loadlrg Lolling Lolling Loading Load W L.Mling Lolling L.,wino Loading LoilOg Lolling LoadBg Wamn9 Y 1�
X
Tube Mulla � g � �' ��' � �' ��' � 9 � h I` 11 N LL
nIF 1 0 F�F
47 na
w +ala sal 167.0 128 110.2 SM 14119 419 103.0 618 178.9 414 80.1 526 134.8 411 80.1 526 134.1 411 721 626 131.1 411 60.1 529 134.1 411 51.5 528 134.1 411 45.1 528 131.1 411 O t11
LU
4810 90.6 403 10aD 333 80.5 403 94.7 325 69.0 407 80.4 320 60.4 lea 61.4 317 63.7 403 78.1 316 48.3 407 78.8 774 40.3 403 76.6 311 34.6 109 78.6 314 30.2 40.T 7&8 314 � _
60,035In 823 367 91.0 301 68.6 382 79.3 294 58.8 362 71.9 259 51.5 391 87.2 286 45.7 762 64.6 284 41.2 382 638 283 34.3 382 636 283 29.4 362 635 283 25.7 362 63.5 283
64N 67.8 31B 74.1 267 Eb.6 310 64.1 261 48.5 318 67.1' 256 424 316 535 253 37.7 318 50.8 250 339 318 49.0 249 28.3 318 49.1 248 74.2 318 49.1 240 21.2 316 49.1 246 lL O Q
CEI
80 N 49.5 258 51.1 218 41.2 250 45.7 214 35.3 268 40.7 210 30.9 258 37.7 207 27.5 258 34.9 7a4 24.7 158 73.4 203 20.6 256 32.2 201 17.7 258 322 201 15.5 258 32.2 201 L) (O co J
r
03M 427 234 46.6 200 35B IM
30.6 234 34.7 192 26.7 234 31.6 189 237 234 76.4 1W 21.4 234 28.0 184 17.6 234 28.6 183 15.3 731 28.6 183 134 234 205 193 D.
06 In 372 21J 39.4 10.7 J1.0 255 213 20.8 178 7i.1 117 27.0 173 20.8 217 25.1 170 1B.B 213 237 169 15.6 113 77.1 187 13.3 213 710 156 11.8 213 72.0 100 Z rl!
721n 28.6 179 30.1 155 239 20.4 179 215 149 17.8 170 20.J 147 159 779 18.7 146 rC 0 pp b
TO h 24.3 181 254 140 20.3 151 2+.0 137 17.4 101 19.0 135 16.2 101 17.0 133 b
J
781n 226 162 23.5 177 188 162 19.9 131 16.1 152 1T.5 12B Q 04
~ r Q N O
TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anchor Cspacl Table Obs) ANCHOR CAP.,,e,„, .X�-$Zo
91L6121c 1.7k CmcRla 3.5K Care. Holoa CMU FrKA CMU PT Woad Mtla (DP_)X( )=ANCHOR CAP.,,,
tY16•EKo v/•sSEko 5116'Eko 1l1.99Eko X10 Stet X1281.1 0128ta MULLIONCAP.,K,,,,,,, N
Arc.or rypa 9118•EkO Ullrs. fr/•Elco UOrs. Uaecon 9/16•Eko Ullwon v4'Et.Inbar. /gpeC0lrc UikOcm AW.1.. serer(G8)S, (es) sceX((35) USE THIS FORMULA TO OBTAIN THE"ANCHOR
N
=AnchorClipn• CAPACITY REQUIRED'CORRESPONDING TO AN � XE'go Dlsarce(in} 1' 212' 1• 21? 3-18• 1• 2-Vr 1' 217 r 5178' ? 0.48• O.Sd• 0.321'Ernbmn.i li +�4' tar +y4' +�+�' 7 t-Ira• 1-H/• 1•t7<' 1•+74' +-v/• 1-vr z 1-ara138vaaACTUAL PRESSURE REQUIREMENT FOR THE L3 fV O.C.f CA 215Aryk / 78a 101 760 ms fiB01tH +51D D3 18e6wa 5/0Yn rooms wA 760 Ds 7/e� BBOW 10821bs fiB71. B669c 11309a OPENING,WHEN IT IS LOWER THAN THE MULLION n- Z..� N
CAPACITY(FROM THE TABLE)OF THE SELECTED $
MULLION.ITWILL YIELDA MINIMUM ANCHOR
�
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. 1.266'-�
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. r•ltr:OUCTwith D
of complying with eno Fib"
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. DAtanro�
Cr (Co4�IB•.03
FIGURE 1: M
pieliea Dat Q.D Z
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 11
• HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. 2,116• By
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. M' Dada hadoeY
ANGLE CLIP MUST BE USED IN PAIRS. r 125, 11 t I I I I I I
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �(L 1 41/[
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 1U� C !F
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.126'
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(16 GAUGE).STRUCTURAL STEEL TO BE AT 1.26'X 2.11'X.125'MULLION
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION)
THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,IB-88.S.OR 410 S.S.
.� K g�lb
LU..
F.•'• SUlTL•OP
A.LYtfIZ'NII'LK P.E.
FL P.E.#58705
TABLE 15A
Mullion C• ■o Table Ib61R= }}
Opening Width(for vefticaksparring mullions)orOpening Haight(for hnfizortaksparring mullions) r x
501. 601n 701n 600 901n 1001n 1201. 14024 1600 $ O
RKwSgdar 'ksprTdanO. It"Iengriu TrapTdarrg. Reetengula TropiOang. Rectanaier T1ep7d..g. Ractangriar Tragmeng,
RectaWar TnpTdang. RKianguirc Trapiiiag. Raatangdar Tmpidmg. Roctenpaw Trapinfnnp. k a
3,26"30 Loadog Lando Ladnil Loadng Laden Lmdro lending L*W g Ladag LAW.. LeadnO London
'' Loafing Lee ng Leaning Loadnii leaden leaden
BAY MULLT111111
�,� � � �' �• �� „•, � � 4T� � � � ffil!
�� d �' t ,� �. ��,x zm
420 1700 620 170.0 435 170.0 744 170.0 470 170.0 668 170.6 806 770.0 892 1704 518 170.0 1116 170.0 521 1704 1240 170,0 $21 176.0 1408 770.0 021 470,0 1735 570.0 021 149.5 1740 170.4 521 J D.!
48 h 170.0 708 170.0 624 170.0 B50 17D.p 584 470.0 092 170.0 030 170.0 1133 170.0 681 170.0 1270 170.0 fiT/ 170.0 1117 770.0 600 1622 1572 170.0 050 130.48 1022 170.0 Opo 114.2 1622 170.0 080
50.0251. 170.0 747 170.0 563 170.0 808 1700 631 t70A 1046 170.0 654 170.0 1195 170.0 723 t70.0 1345 1700 741 564.2 1443 170.0 756 136.9 !{43 170.0 750 S17A 1411 170.0 160 1028 1441 170.0 768
641. 170.0 747 110.0 012 7700 958 170,8 041 170.0 1116 170.0 104 170.0 1218 170.0 801 100.4 1351 170.0 837 144.3 1351 170.0 456 I243 13M 170.0 081 703,1 1131 170.0 din 902 1553 170.0 865 LU M O
60h 170.0 OBS 110.0 701 170A 1053 170.0 797 167.0 1218 170.0 676 148.1 1210 170.0 944 129.0 1216 150.0 035 110.9 1218 5521 024 91A 1218 145.1 913 83,5 1210 140.1 D11 71.1 1210 148.1 Bt1 1�- U7 UD U
63 In 170.0 930 170.0 745 170.0 1116 170.0 0.50 160.2 I150 flied W3 531.4 1780 153.0 911 118,8 1180 i4tA 006 105.1 1560 134.2 860 87.6 1160 126.7 677 76.1 1180 126,2 070 85.7 17480 128.2 670 Lu
681. 1704 974 170.0 786 152.4 1040 1508 601 130.6 1040 148.8 664 114.3 1048 133.5 650 t0t.0 1048 123A 838 91.4 1048 118.8 SW 76.2 1048 548.4 821 68.1 1648 1082 656 67.1 1046 506.2 gib Z !A$ m
Mo 40.6 850 147.8 764 117.0 060 120,0 740 100.6 960 110.6 731 680 860 100.0 722 76.2 Me 92.0 712 70.4 680 6B2 701 55.7 6B0 79.2 693 50.3 688 70.6 056 44,0 860 T8A 685 � _ �w
700 119.7 780 125.1 600 88.d 760 100.0 670 85,6 790 0.1.3 683 74.6 780 03.8 4832 64S 700 76.D 543 0iie 760 71.7 635 48.9 790 55.1 824 42.8 790 67.1 818 17.4 780 87.6 017 �
r
780 710.6 760 1165 657 023 786 88,1 074 70.1 760 85.9 832 69.2 750 77.1 521 61.6 7S0 70,6 812 65.4 760 @6.7 805 142 780 59.4 691 18.8 750 602 888 3448 750 65.6 688 1- d � � .O
00 h 72.1 667 74.4 600 60.1 683 82.9 401 61.6 1183 54.8 463 48.1 607 469 q5 10.1 563 44A 400 38.1 56] 40.9 482 300 683 38.2 452 26,9 6@S 33.3 445 22.5 60.1 31.5 442 CO
ul
060 59.4 495 67.1 443 49.0 495 61.5 435 42A 405 44.8 427 37.1 495 38.9 421 33.0 405 36,1 415 29.7 495 332 409 24.0 495 29.1 400 21,2 495 Z8.8 39{ 18.6 ie5 25,0 190 7 j LU go
14024 41.7 341 42.6 333 31,6 397 35.9 340 29.8 391 31.5 442 26.1 191 27.0 337 232 3111 24.9 331 20.0 391 226 528 17A 381 19.7 721 14.9 391 17.8 316 Ix c�
til N 38.4 170 382 115 320 370 31,0 330 27.5 370 28.6 325 24.0 370 26.3 320 VA 370 II'.8 316 19.2 170 20.8 312 16.0 370 10.1 105 � LOU X SG
0) cA
120h 30.4 317 30.9 269 25.3 311 260 284 2t.T 517 27.5 280 19.0 117 59.9 276 149 317 17.9 273 Q M O O
14/1. 17.@ 220 17.6 203 a 2 fn
TABLE 150 s0
Anchor Ca 6ci Table 486 ANCHOR CAPACITY ADJUSTMENT FORMULA:
BaDalrole: 2.7L COrorcie 3.5A Ceoc. wn-C74U Fded CMU FT Ygaod Maml (Dp,,,)X!ANCHOR CAP.,,,,,„s,\_ANCHOR CAP.,,.
011V Eke 17;'BS EYo W7-
Efea 8168112! 11}2 Steel 012 Steel 11MULLSON CAP-,,,,,,,,,,I
Anchor Clip P6Ceme A^G 0f�0°' ate Eke ulvaea tq'Eko Uorecnn 07612012 3 t8'Eko Ulama tN'Eko ui mcon App one ar4ata eamw(05)6eraw(G5) boar(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Edge CUianca(247 1' 2.112• t• 2.112• 1110• 1' 2.12' F 2.12' r ' 1246• 0.54` 0.324' CAPACITY REQUIRED•CORRESPONDING TO AN
Embedment pn): 1-114' ia14• 1-314' 1.14' r 1.114• 1-114' i-114• 1411• 1.114• tale S•316• v0na{ ACTUAL PRESSURE REQUIREMENT FOR THE
2Anctmm65•Mta.a.C,11252c5An81&Cipat(Fp,1t 390 bs 390012 4601. 89060 1700@4 270 t6s 280lbs 354IM 7401. 374lbs 6,12 311168 4421. 5.3 ma OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Awh m g 35•Mn.D.C.12)2s5 Angle Dips 1(Fig,21: 780 IM Me lin 190 roe 1 11 ibo 252566 540 IDs 560 Ins WA 11201Ds 740 Ib3 100 68216s 685148 i 120 roe CAPACITY(FROM THE TABLE)OF THE SELECTED
BA,miwrs 0271'NM O.C.r 245 Argo Cfyo I(Fig 7t 112000 1001ba 9setbs 22481ba 2251ea wA es6lba wA 10521be wA 1321612wA 1ozz los 1327612 1660612 MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
FIGURE 1:
ANCHOR CAPACITY TABLE. 11R4i0UCT REVISED
TABLE NOTES: u 0-10yin6 with lip Flo"
Auftditig Code
Acoimli a )6'OZ)ES.p
• • t)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR fNFORMA710N ON LORDING. )reliat Date
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
By
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, Mt Dv*Product FIGURE 2: 11 t 1 I I 1111
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. •125" \�5 (L r X71 rrr
• • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ,,� �)��. """• 1�Fn r,.t
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -x"•'30`- 'y�C-11SA 1
4)SUBSTRATES:CONCRETE SHALL CONFORM TO AGI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250•
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHAM BE PRESSURE-TREATED
• • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 606345 AND BE A MINIMUM OF.125• .
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 30'BAY '•u •, y[ 1
LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION ) S'f IF OF 1
• • THE MATERIAL,410 d#12 ANCHORS INTO WOOD MAYBE STEEL,i"S.S.OR 410 S.S. X, PI p,•,
'• - LORID,.
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS,
A.L>i N M!L'11�R,P.E.
FL P,E.#68705
TABLE16A
Mullion Ca ao Tablo 061fe C
OAenina Width(for 7eNcafy sparnirg mWom)or Oponing Halght(for harizonf6*6parrirg mUlionS) C
501n 50 N 701n 00 N 06 In 100TH 120 In 1401. 160 N
Recfan9uler Trepr7da0p. Rocterputar Tnpfidsryl. Rsctapi0m 7tnyt}1arp. Re WAV TrnptTderp. Reel Ar TropRnorp. R4ateugWnr Trerl7da�. Rectan9atar 7rgNTdsn9. Rectmader TtnpTd4ng. Ractang:4ar Srsp7T0ang. S o
3,25"45 Lwftq Loading LnadnD L".Ing Lamina Loadn9 Landing Lasdn9 Loadnp Loedng lending Loedlng Lowing lowing Lmdng L-400 Loafing LwdngDEG.AL x
BAY MULL $ 0 ! �' � � 1 f � � a g 4 � Ce
gi ') i- I 1 0
I T91 i I TH
If n 11 .111 �
Z
421. 170.0 820 170,0 435 170.0 744 179.0 178 170.0 080 }70.0 500 170,0 892 170,0 619 1180 11 10 170.0 521 170.0 1240 170.0 321 170.0 1488 170.0 521 I70A l73S 170.0 521 160.3 167{ 170.0 621 1L1
40 N 170.0 708 170.0 521 170,0 050 170.0 501 170.0 092 170.0 630 170.0 1133 170.0 WI 170.0 1275 170.0 817 170.0 1417 170.0 000 183.7 1037 170,0 880 1{0,3 1637 170.0 860 122.9 1637 170.0 800 11.0.01(
50.62544 176.0 747 170.0 583 170.0 898 170.0 631 t7oo t040 170.0 804 570.0 1195 770.0 723 570.0 1345 170.0 747 170.0 1494 170.0 758 t47.i 1552 170.0 750 128.1 1557 170.0 758 110.4 1552 170.0 758 m N
541. 170.0 797 170.0 812 170A 950 170.0 691 170.0 life 170A 754 110,0 1275 1700 806 170,0 1434 170.0 837 165.2 1455 170.0 850 12&3 1455 170,0 set IICS 1455 l70A s01 47.0 1465 170.0 17io-1-
60 m O
M
N 170.0 085 170.0 701 170.0 1003 1780 797 170.0 1240 170.0 070 157.1 1300 170.0 044 139,7 1300 170.0 M 125.7 1309 163.5 gg4 104,0 1300 167,1 902 Na 1309 157.1 962 Ma 1309 167.1 982 (1T
6310 170.0 930 170.0 746 170.0 5718 170.0 850 182.9 1247 170.0 940 442.5 1247 164.5 963 126.7 1241 152.5 p6S 114.0 1247 144,3 952 95.6 1247 138.2 068 81.4 1247 535.7 P3B 71.3 1247 135.7 935 U!
g e8N 170,0 D7J 170.0 1110 170,0 1189 170.0 903 110,4 1190 103.7 9115 129.8 1100 147.9 945 116.4 1190 136.3 928 106.0 1190 120.1 911 88A 1100 118.5 OP0 71.2 1100 118.1 0.83 04.8 1190 118.) 093 Z (q
7244 181.0 f010 169.0 877 134.7 1010 144.0 656 115.4 1010 127.2 642 507.0 1010 114.7 a28 89.8 1010 105.6 517 50.0 1010 00.0 807 67.3 1010 00.8 195 57,7 1010 87.5 700 50.5 1010[.12
7044 137.{ 908 143.8 792 114.5 808 r?T.0 7tS 98.1 905 {07.7 761 65.6 908 982 749 76.3 906 88.2 736 06.7 809 823 728 67.3 m 74.7 718 49,7 906 71,2 710 42.9 908 ���yyy SSSSZ
3 l
i 78 44 127.1 801 1326 754 105.9 081 1125 731 00.8 061 95.0 725 79.4 bill 06.5 713 70A 631 01.0 706 W.e BB1 75.4 694 63A 881 06.1 001 45.4 001 04.5 675 39.7 881 }
OD N 82,7 818 05.1 371 W.D 848 72.1 581 59.1 840 02A 554 61.7 610 SB.I 545 10.0 616 50,9 337 I
IA 010 17.0 570 34.6 840 41.5 510 20.5 810 302 511 25.0 840 Q m z N
8044 8a2 508 70.1 590 58.8 SBB 59.1 488 48.7 588 Sl.< 491 42.8 588 45.8 483 37.9 661) 47.4 {78 34,{ 585 30.1 470 28.4 586 314 459 24,3 sag 30.5 452 21.3 Sea U1 00
g�
1061. 47.9 449 IO.g 405 79.9 449 413 399 343 449 35.7 393 20.0 449 71.7 3BT 2flB 449 261 382 23,9 449 78.1 377 20.0 NO 72.7 388 17.1 ND 20.1 3ul
01 ISA 419
117 N N.t 123 45.0 383 38,8 425 37A 370 31.5 425 32.8 773 27A 125 28.1 387 24,6 425 20.2 302 221 {25 21.0 350 10.1 425 207 350 15.0 476 1e.e 313 of til `1 Y
120 In 34X 364 35.5 331 tat 354 28.6 320 24.8 304 25.6 325 21.8 304 228 317 fat 304 20.5 313 17.5 384 787 309 f= � 110: �
ry
11.1. 20.2 253 20A 233 10A 251 17.1 230 QA.a} Z � �
TABLE 168 ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anchorca aol Table fibs) ANCHORCAP.,,,,,•, '7
9u4tm1e: 2.7k Comme 3.5k caro. Hoa-CMB Fdea p,1u 197 Woad Metal (DP,w)X t >=ANCHOR CAP.,,.
5110'Elco V4'38 Eko 5+10'Elco 1H'88 Eka alo Stew 012 31ee1 $12 Bled MULLION CAP,..w,,..
Ansa type 3t18•Eko tA2-irr t1P Eke UiOaopf 3rt6'Eko Ui9ocon_ 114•Ek.Unman A99mamor Omen Aw.0alor Somw(GS)as"IG5) seg"ps) USETHIS FORMULA TO OBTAIN THE'ANCHOR
AnchorCllp PaLLema Ul9aoo
Edea pstancn(in), r 2.111 f' 2-Ire sus• r alr2• f' 2-frr 2' 0..110 2' D.4g• asr x3247CAPACITY REQUIRED-CORRESPONDING TO AN
Emtpdmant(443 F3p' 1.774• 13M' 1.314• T 7.114• 1-1M' 1-111' 1.1H' 7.144' 1-114' 2' 13/9' 1.318' 1960, ACTUAL PRESSURE REQUIREMENT FOR THE
2A.h%.Q5'Mm().C.TM 45A.p1 pips/(Flg.7T 390®0. 390 p0. 450065 1 690158 17901 210160 28014 3549un 740 We 37114 720!4 948!4 341156 44214 5961x, OPENING,WHEN IT IS LOWER THAN THE MULLION
I Amnon ss h9n O.c/R)tab Arpin pion t ffb,zk 788166 1e015s Igo roe 181014 x5xs Ns 540 pa 08014 wA 1120 t4 74814 bag t4 1B214 682 Om 88514 11201ox CAPACITY(FROM THE TABLE)OF THE SELECTED
BAW- 2.71•MIn O.C.10)2t5An9k COor l t.3): 1120lbs 112014 958 w0. 734814 T254W wA 810Ibs WA 105914 wA 13299u wA 1022105 132714 155014 MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
FIGURE 1: ANCHOR CAPACITY TABLE. PRO4)UC'f'REVISED
TABLE NOTES: m cmnelyine with Ws Florida
tinitding Code
Acw[4-CeT4o UP10218.e3
• ° 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Ea(r I DAe ZD2i!
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS,
By
FIGURE 2:
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, Dani Product
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. X11 t�
♦ ♦ ° ♦ HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 125• 45' IYNN
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. HSF' `
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3,258•
No y8Tfr5
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690,WOOD SHALL BE PRESSURE-TREATED
♦ ♦ ♦ ♦ YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-TS AND BEAMINIMUM OF.125' Ufj[ �v ."THICK.STEELSTUDS TO BEAMINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 45'BAY ="'tt ••LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND IrTHE MATERIAL,#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-B S.S.OR 410 S.S. MULLION r
ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. ,�•1� ..
A.L*N,
FL REN 58705
--� 1.800" 1.900" r A�
-( 1.000' �- -( 1.000 )- 1.266--1 1.000- C;
- 1zs"
r 1 .125' Ir i
I 2.760" --.125' 3.125' --•125" 3.188" I �Y
2.750'
.125' .125' .125' LO
2.000' 2.000' 2.118' N
Ir 286• w L-
125" m LLj
L x. L 375' 1 U
T.125' O Ffn-
L. T ' ""�� IW
Jj W
1"X 2X.125'MULLION 1'X2'X.375'MULLION 1'X2.75'X.375'MULLION V X 2.75'X.850'MULLION 1"X 3.125•X.6"MULLION 1.25•X3.188"X.265'MULLION 1.26'X 2.11•X.126'MULLION :D _
6063-TB ALUM. 6063-T6
ALUM. 8083-T6 ALUM. 6063-T6ALUM. 8083.76 ALUM. 8063-T6 ALUM. 6083-T6 ALUM. C) U
X-SECTION X-SECTION XSECTION XSECTION X-SECTION X-SECTION X-SECTION LU O
Z N
125' .125' --{1--.125" O co
❑
I Ir TABLE A Z W z
STANDARD CLIP I I 2X5 ANGLE CLIP Dimension Value(in) For Mulllon: 2
6063-T6 ALUM. 6063-TB ALUM. ❑ W
2.000' I X•SECTION I 2'125" 2.000' XSECTION A 1.625 J 1L _ Z
U-CLIP
I 6063-Tfi ALUM. I ,125• B 2.0541'X2•X.125° F-
U '.•
,125' X-SECTION LAIumIBUm Z Q c p
C 0.895 Tube Mullion Q Z❑� Z
D 0.740 Q® o
sio gg"�
00
.125' --i,740"I�- A 1.125 1'X2'X.375' W N B 8
I- 5.500"-- -- B 2A04 Aluminum -j y N
I 3.125'---) CUTHERETO _.375" 5.000'---{ C 0.635 n,yeMUlllOn U ❑ Q 3 0
.375" r _CREATEF-CLIP,SEE MIN. �- •375•MIN. Vim- D 0.490 Q � �� N
��••II Z
MIN. DETAILF,SHEET4 _
.338'MIN. A 1.875 g 8 m0�Q
r--------1 r--------1- •--------------------- B 3.000 1'X2.76"X ..- � .
I I I IL
A A I U-CLIP A -_� C 0,757 ug ''
L_._____a t----_-_-� 6063-76 ALUM. ------------------ 2X5 ANGLE CLIP .375 Aluminum
TOPVIEW 6063-T8 ALUM. D 1 118 Tube Mullion
L TOPVIEW
STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .450 Min.
6083-T6 ALUM. DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE A 1.312
CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR 1'X2.76"X
WITHIN TI4E DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER•1/16'. B 3.000 ,850'
SHEETS 5-17 FOR THE ANCHOR O.C. WITHIN THE DASHED
DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY,SEE C 0.478 Tube
Mum
DIAMETER:ANCHOR DIAMETER 1116'. SHEETS 6.17 FOR THE D 0.836 Tube Mullion
ANCHOR O.C. TABLES
DISTANCE.MAXIMUM PGT Pert# A 2•� ^RMDUC:I'REVL4BD
Mull Dimension(sheet 1'X3.125'X mcum 1'n wilh do Fixkb
.375' ANCHOR HOLE B 2.837 P Y�
5.500" DIAMETER:ANCHOR Mullion Std.Clip Offset Clip U Cllp Angle Clip 500•Alum Belau code
.375• MIN. DIAMETER•1118'. C 0.883 Tube Mull AccnptenceNo(6'021 .03
MIN. 1"X2"X.125"(5) 66605 666113M 6661118M 666243M 666511M D 1.137 pimaki
/J---- - -- - 1"X2"X.376" 6 688006 666114M 666'11'I8M 666244M 666512M() A 2.825 ny1"X 2.76"X.375"(7) 66607 BB811bM 6861120M 868245M 668513M B 3.2821.25°X 3.188' Minn udlM
I X.286•Alum Re
1"X2.75"X.650"(8) 66608 666116M 6661121M 666246M 666514M C 0.862 Nye Mull \`��y
i --- --- -D i e 1"X3.125"X.5 (9) 66637M 6661116M 6661114M 666242M 666515M D 1.782 0�,
I i I i 1 00" 1.26'X2.11•X ;:�`�,.•'V\G1-I,
- i 1.25'X3.188"X.285'(12) 66641M 6681117M 6661113M 666241M 666516M
A 1.813 .121'Alum
--------- `-------� Tube Mull IJ0.56'f
I 1.28"X2.11"X.125'(18) 69370 NA WA NIA MM17M
UK
C OFFSET CLIP NOTES: °l.I+' UJ
.125•- 6063-T6 ALUM. '•0 •. bR�;TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L 0
PI.OR10P.•.•C9`•;.
2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. �I �;S`1-�•�� 1.�.`�.
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.LYNNI
FL P.E.#687 58705
--� 1.000' 1.000• 1.062'-I 1 '740"
063 3Je6"
.062' It-{ .125' 1-125- ��x
-�I
.062'
.438'
4.000" .125°STANDARDCLIP I sgYn
q,IXlO• 4.000' 262.rr" 2.000' 8083-TBALUM. 2'125" 2.000' 2X5 ANGLE 4+
125• X•SECTION I U-CLIP I8083-T6 ALUM. N
•1031' I .125' I X•SECTION .125'
C5 m
1 .125'j Q mN (-
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J W
•125375 •155"� 375" DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE
_ ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR m B (A
1 HOLE DIAMETER:ANCHOR DIAMETER+11`16". _ W O O
1'X 4'X.125' 1'X 4'X.316' 1'X 4'X.375' .--_5.500' M z O 1--
MULLION
MULLION MULLION 'T'-MULLION 5.000' � Z v)
BOfi3•T6ALUM. 8083-TBALUM. 6063-TBALUM. 3.126' CUT HERE TO 375" 375' F O lC j
X-SECTION X-SECTION XSECTION '376°- "�_CREATE F-CLIP,SEE ��MIN. CO
MIN. I DETAIL F,SHEET 4 _ ? Z
1.250' T '.337f5" -------- ---------- Z W$
r-------.� I 1 CENTER OF r- .376'
I I 1 1 I ANCHOR HOLE MIN. 0 z
1.250' t250' I d 8
I I I 1 MUST LIE WITHIN 1 I Q J
I 1 I I I THE DASHED .-
I I I I I F BOUNDARY.SEE 1 1 Z O Q p1 p
rE _ _ ___ SHEETS 5-20 FOR 4 I Q Z Z CV
2.875' I I I I THE ANCHOR O.C. F �(----�-----I Q cC o
I I I F DISTANCE. I 1 N ® ..0 a�
3.94' i 1 1 I I I MAXIMUM j j to Z H
3.250' 3. I I I I ANCHORHOLE i i w O
I I I I DIAMETER:
.100' 00' ,100' I I __J ANCHOR L_
-------r I L----- - DIAMETER+•1116.. --------------------� Q ¢ O
Z
.100' 2X5 ANGLE CLIP m0 vQ
24
• L 56063-T6 ALUM. 6063•TBLALUM. BOTOPVIENM• ._ � �
--I .820' Fr� --i .820' )+ �I .820' )+-
ZCETEROF ANCHOR HOLE MUST LIE TOPVIEW TOPVIEW
HIN THE DASHED BOUNDARY.SEE
1.25'X 3.25'X.100- 1.25'X 3,25'X.024' 1.25'X 3.94'X.624" SHEETS 5.20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT.
MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value(In) For Mullion: Dimension Value(In) For Mullion:
6005.75 ALUM. 8005.75 ALUM. 6005-TS ALUM. DIAMETER:ANCHOR DIAMETER♦1(16'. ] X4' F 1.938 1.25X3.25'
X•SECTION X•SECTION X-SECTION G 1.OD0 .125' G 0.500 X.624'
3.469' 5.500"-- -( H 2.880 Tube
H 1.438 Aluminum
2.661' VALUM.
� .375' I 375" I 3180 Tube Mullbn I 3.250 Tube Mullion
.126' MIN. F 9.187 1'%4'X F 2.826 1.25"X3.94'
1.377" G 0.767 .375' G 1.125 X.024-
1.377"--'
2.430 Aluminum H 1.500 Aluminum
r-------� OUCTREVISED
1 3.000 Tube 8"T I 3.250 Tube Mullion m complying xiih are Florid.
I I F 2250 1.26°X3.26' F 2.813 30'Be MuN Building Code 1 ro-MI5 03
I I I I O 0.750 X.100' F 2.875 45'Bay Mull Acceptance No
.125' I I I I H 1.600 Alu tirum P_pindi Dme
.125• 2.250' 1 1 1 I I l I 3.250 Tube Mullion B
30'-1_ 1 1 I I H I y
Miem Dodo Product
3.260'45•BAY MTABLE D
30'BAY MULLION I 6083-TB �_______� �__ _____� Mull Olmen.ion PGTPertO ���� yNN r1j�i8063-TBALUM. I X•SECI (Moot 9) Mullion Std.Clip OfleetCup U-Clip AngloCllp � � M1( �X-SECTION �\• •' GENSE
i'X4'X.125'(10) 89384 668111M 6MI122M 886241M 88B518M .OFFSET CLIP t 7 _ I .125' G 6063•T6ALUM. 1'X4'X.375'(11) 6601D 666112M 6601123M 668242M W6519My8705
.228"J �--,981"-1 .226' 4--,981'�•I TOPVIEW 1'X4'X.376"T'ill) 86057 668112M 8881123M 888242M 888519M '
NOTES: •740' 1.25 X 3.25'X.100'(13) 20160 8801127M 6881124M 8862410M 6065115M - a 1LI-.
1.26'X3.25'X.624'(14) 20181 8881128M 8801125M 866241/M 8685116M '•'O '. a�`� (U
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25'X3.84'X.824'(15) 20162 8681117M 888112011 866241M 68B517M
2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(19) 86618 WA WA WA I 6685110M '; Z,•' .........
45 Degree(20) 66850 WA WA WA B6B5111M �i�SU f\� y��
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.LYN, '�(1�4ER;A•E,
FL P.E. 58705
Ci
TABLE E
Mull Dlmenslon PGT Part# f a r
(shoot#) Mullion Std.Clip U-Clip Angle CIIP I•'--125' --1 r----125• -11---•126• , Q
2'X4'X.25'(16) 06602 666261M 666271M 8685112M Y{ 5
FI STANDARD CLIP U4�11-4 U-CLIP 2%b ANGLE CLIP2"X6"X.25'(17) 66604 666282M 886272M 6885113M �8067.76 ALUM. 6067-TB ALUM. 6083.78 ALUM.2.000' %SECTION 2.125 %SECTION 2,000' %-SECTIONNOTES:1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING I •125' .125' gmDIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L 2mA2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE I--1 Q
HOLE LOCATIONS. 1.480'
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. W
6.500'
CUTHERETO 5.000• 375• �W CJ o Q~
3.500'�'''� CREATE F-CLIP,
--2.000' .375' >: I_SEE DETAIL F. .375' rt MIN. Z M
MIN, r SHEET4 MIN. '375' F=-• Q 8) J
r---------------- ________
---------------------1 Z W l m
j D- Z
4.000' I I 1 a zi �- y
'-I----- --- --I- 3.438' @ + 3.438' r6- I -------I F 0
.250" 2'X 4'X.25' I I Z Q G1 0
MULLION I I I 3.438' j j Q Z Z ZZ
608SECTI N Z$
CD
S)
%SECTION i i I I I MIN. U) Z O o
�_ W 0 -
-----' j W
STANDARD CLIP U-CLIP,6083-Tfi ALUM. 2X5 ANGLE CLIP Q ¢ Q Q
L I
CENTER OF ANCHOR HOLE MUST LIE 8087-T0 ALUM /SEQOR 2'X 4'MULLION•SHEET18 CENTER OF ANCHOR HOLE MUST LIE 8083-T6 ALUM. DZ m U) U)
250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW 70PVIEW WITHINTHE DASHED BOUNDARY.SEE TOPVIEW 0 s0
SHEETS 5-20 FOR THE ANCHOR O.C. SHEETS 5-20 FOR THE ANCHOR O.C. - Q'mQ
DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE yr °-���
DIAMETER:ANCHOR DIAMETER.1l16'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER E IAA.
SHEETS 5-20 FOR THEANCHOR O.C.
6.500" DISTANCE.MAXIMUM ANCHOR HOLE
CUTHERETO DIAMETER ANCHOR DIAMETERS 1116'. 5.000'
r---2.000'^1 .375' 3.600' CREATE F-CLIP, ,375' ��•375•
MIN. r_SEE DETAIL F. MIN. Ct
SHEET q
MIN.
.375'
I I I I I I
I I
I I r'.IMUCT REVISED
I I mC-plying wilh"FtLwi&
I I HoildinSCode
I Acc'plw,Ce No(6'o2.1$.03
I I I E yif.(im Me 20'11
By
.250• 6.000' � -j-- T-- --j - 4.688' Q t 5.438' � �--------� Mien troduct'
I I \\1duct 1,
I I I 6.436" 5.438' U NN
2"X 8'%.25' I I I I � �'•'•
MULLION I I
8083-TO ALUM. I I I I No.50705
X-SECTION I I I I .375' /
I /1
- - ------ ---I--- -------� - -- L---------------------i MIN.
,E p 1
S'I i L" F :'1/�
STANDARDCLIP U-CLIP 2%5 ANGLE CLIP '���� '••.,.••• DC7;.
.250' 8083.76 ALUM. 6067-T6 ALUM. 6083-T6 ALUM.
TOP VIEW USED FOR 2'X 6'MULLION,SHEET 17 TOPVIEW I I I 111
TOPVIEW A.LYW MILLER,P.E.
FL P.E.#58705
EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.1/4'.THE OPENING REQUIRES A DESIGN PRESSURE OF 460.01-60.0 PSF.
NOANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'+32+1'=65'.REFERENCING SHEET 25,THE COLUMN USING
- --- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.1/4'AND WILL MEET OR EXCEED THE REQUIRED ® _
S.E
DESIGN PRESSURE OF+60.0%60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. C x��50
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+1-58.3 PSF AND WOULDlag
FENESTRATIONS, NOT BE SUITABLE FOR THIS APPLICATION. aPRODUCT'SSzAPPROVAL
FROM TABLE 4A,SHEET 8,THE T X 2.75'X.850'MULLION(LENGTH=72',OPENING WIDTH=70")HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
72• OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. LO
MULLION N
LENGTH -- 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 a fn
ANGLE CLIPS WITH(4)012 ANCHORS HAVE A CAPACITY OF 885 LBS,THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. z N� 111
DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL
SM-ETs APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE -I IIILLL
�-2.3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
- IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1.60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, moo O
NO ANCf10R61N WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: M
�UL�WIDTM 636 L8S ~ J
(60 PSF)X( ,=624.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B)
OPENING WIDTH'- 72.7 PSF
- - 2
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-318".THE OPENING REQUIRES A W
DESIGN PRESSURE OF+50.01-55.0 PSF. J o v Z
Q �' 7
FOR THE VERTICAL MULLION: Q N
O
1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+1'=105'AND THE OPENING WIDTH IS 36'+36'+1'=73'.REFERENCING SHEET 25, Q Z
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2318"AND WILL U)ii o AO
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. fn W
W Q Y Y
FROM TABLE 3A,SHEET 7,THE 1'X 2.75"X.375-MULLION(LENGTH=108',OPENING WIDTH=80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+l-16.1 PSF
-- co
MULL WIDTH--�(--� AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U Q
FROM TABLE 12A,SHEET 16,THE 2'X 4'X.250'MULLION(LENGTH=108,OPENING WIDTH=80')HAS A DESIGN PRESSURE OF+1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS Qa.. Z U)
SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. m Q y�
SEE DETAILS, mQ.
92' FENESTRATN SHEE
IOTS BECAUSE ITIS NOW KNOWN THAT THE MULLION WILLADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36'+2'=74',NOT 73'AS PREVIOUSLY
PRODUCTS 23 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'+35-112'+2"=73').
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
r I CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
VERTICAL I L I
MULLION` - ` USING THE STANDARD CLIP WITH(6)3118-ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND
DETAILS, DETAIL E.LENGTH SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
6 D
OPENING SHEETS 2.3 SHEET? FOR THE HORIZONTAL MULLIONS:
HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X.25D'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY.ANOTHER
FORHORMULLION TYPE COULD BE CHOSEN.
ULLIO /// PRUDUCI'RBVISED
MWN 22" m ildinS inB Tvilh 9wFI
1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32'+72'+2'=106'.REFERENCING SHEET 25,THE COLUMN USINGTRAPE2010AL/IRIANGULAR LOADING MAY BE Cod
USED.FROM TABLE 12A.SHEET 16,THE 2'X 4"X.250'MULLION(Q LENGTH-42",OPENING HEIGHT=120")HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE A W�No 16.0 Z1 S.03
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 -:. B pi oi-Dale *021
SEE
D SEE 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8- By
SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH Miem Dodo Product
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 REQUIRED 11 111 1 I I
ANCHOR CAPACITY OF 521 LBS. \;���U11� 1.YNIV 4,11,"Illi
L'OPENING
30',HORIz. �� 3c',HORR. 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CL1P SHOWS THE ANCHOR CitV,IGGIJS�ULENGTH MULL LENGTHCAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 621 LBS.THE �•WIDTH FOR VERTICAL MILL ANCHOR TYPE IS A 012 STEEL SCREW, NO.110705
FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: = p�
+/-64.7 PSF FROM THE VERTICAL MULLION: (tel' p[ C4=
+/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; - Q••, o I I U =
+1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHINGTO THE VERTICAL MULLION(INTERSECTION). ('�'•, S' fro. �J\
THE LOWEST DESIGN PRESSURE IS+/-64.7 PSF AND WOULDAPPLY TO ALL OF THE MULLIONS. �` •'•.FCOft10P.,
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM,THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION QNnL
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 MILLP.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.1!68705
EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING: in -
\
PW PWS o
PW
_
1 - I z
12
— — — C
SWDH SWDH SH/DH
SH/DH- - 4 - N
PW PW `a �m U)
Q W
oD / w ab. o
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / / / / m
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I / / / / coMJ
[� HINGED
DOOR 7
.GD III-_.----- — —- - Z m
g $$
LOADING OF VERTICAL MULLION ? W
PW lz
LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION d
/ PW ��
PW -ti
I U) 3
tSIVIIH
/ PW
-SHIDH SWDH SWDH SWDH-
U -j ¢ O O
4 1 a� Z�0In
0
��
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION j/-
PW PW HR
I
I
LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
MULLION
P -- I
HINGEDPW PW i NOTES: Ci!GOUCT REVISED
DOOR - - -- I vs complyiu6 ailh AM Florida
1 _ 1)DRAWINGS ARE DuIIding Code
_ RERESENTATIONS OF TYPICAL Acm U- Na p3
I PW CONFIGURATIONS. E Ireli Dale 2QQ)
I PW CONFIGURATIONS NOT SHOWN Il
MAY BE EXTRAPOLATED FROM Mune' P.XbA
DO THOSE SHOWN.
I
2)IF THE LOADING TYPE CANNOT LYIJIJ
BE DETERMINED,USE ,��,�Q�a, �'(C(
I PW RECTANGULAR LOADING. �.•'�,10Eh1SF '•
PW PW
3)SEE PRODUCTS'APPROVAL FOR Np,50705
ACTUAL ANCHOR LOCATIONS. - _
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION (� / v .�, e 1 G 6
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS , v- /
!:
SGD S1 S'T,TL OF (!!:'
LOADING OF VERTICAL LOADING OF HORIZONTAL ! /1) )
A.LYNN �RI'fj.E.
MULLION MULLION FL P,E.#58705