HomeMy WebLinkAboutProduct Approval (4) RECEIVED JUN 0 g ?016 FILE
COPY
M IAM I•MADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/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 Hurrican6 Zone.-
DESCRIPTION:
one.DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300JR, 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 NOAH 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.
a NOA No.16-02-18.03
C1Expiration Date: May 26,2021
Approval Date:April 14 2016
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 10-0819.0.5)
2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1
. through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by
manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform.Static Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance.Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed
and sealed by Marlin D. Brinson,P.E.
(Submitted under NOA No. 10-0819.0S)
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.
vaiog--z
Manu
el ez,P.E.
Product Coaminer
NOA
Expiration Date: May 26,2021
Approval Date:April 14 2016
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated
February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn
Miller,P.E.
2. Statement letter of no financial interest, dated February 15, 2016, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
02/12/15 and expiring on 05/26/16.-
Manuel ,P.E.
Product Contr1 E miner
NOA No. -0218.03
Expiration Date: May 26,2021
Approval Date: April 14 2016
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES:
NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE
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, GENERAL NOTES...........................1 W a
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS...........................1 o
ELEVATIONS........................_.......1 k N K
FIGURE I: MULLT02XWOOD.._........_..........2
MULTIPLE FOPENING WIDTH FORVERTICAL MULL ARCHES70 BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 1X&MASONRY_........_..2 oz g v
MULLIONS INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED 70 THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES................2
/ —� SEE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULL TO MASONRY...................3
A D,G.H; SHAPE MULL TO STEEL STUD_.................3 N
_ SHEETS 2.3 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL................................3 DO
I _ ANCHOR SPECS .............._...3 (D ~
DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED a o rc W
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OF WOOD SCREWS. BAYALTMULL
INS cuATION....._._._..4 Z F
BAY MULL INSTALLATION......._.....4
1 X2 X.125 MULL SPECS..._........_5 -�
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..........._..6 _
INSTRUCTIONS. 1 X 2.75 X.375 MULL SPECS......_..7
1 X 2.75 X.65 MULL SPECS..........8 Z �2 0
SEATMRU G; / i l III 1�I 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS 70 DETERMINE PRESSURES AND 1 X 3.125 X.500 MULL SPECS......9 I O o
III _l,� \SEE DETaLS 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
SHEETS 2-3 _ I I ATHRU G; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1 X 4 X.375 TUBE MULLSPECS....11 f.. Q J
SHEETS 23 12B X.376 TMULLSP SPECECS .__11 � -1
\ I III I PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25X3.188X.2&SMULLSPECS...t2
II III II OPENING 1.25X 3.25X.100 MULL SPECS.....13 z Wz
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 z
MULL FOR
LENGTH HORIZONTAL 2 X X 3.94X.824 MULL SPECS..-16 � Z� y W
MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X4 X.25 MULL SPECS.__._....._16 J Q b lz
SEE DETAIL E, 2 X 6 X.25 MULL SPECS.............17
SHEET3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q (n
1.28 X 2.11 X MULL SPECS.._18
AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30'X 3.25 BAYY MULL SPECS 19 F H 'Q 1 O
REACTIONS. 45'X 3.25 BAY MULL SPECS..__._20 Q 0 Z `"-
_ MULLION&CLIP DIMENSIONS___21.23 I- Zs c O
FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NONS EXAMPLES 1&2...........................24 10 RQ',..I 6,
............_....... `-
PRODUCTS MAY LOADING EXAMPLES .25 U5
9E OFANYTYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING 52
MUST BE CODE,AND ARE APPROVED FOR IMPACT AND NONIMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH LU LU O7 to
BM PGTaeD PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q aO O
10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. g.9 Z m 0�p
/SEE DETAILS
LHO
w2oNTAL A-D,G,H; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING m ��
MULL SHEETS 23 WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NBA.
LENGTH HORIZONTAL
MULL
LENGTH INSTRUCTIONS:
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFT'1 FOR THE OPENING USING THE ASCE-7 STANDARD.
I--OPENING WIDTH—�I �-
HORIZ.MULL LENGTH--I 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
'I LMULL
aGiH I` I I � �, 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS-RECTANGULAR'OR'TRIANOULARRRAPEZOIDAL'.
OPENING 4 FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFT')FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING PRODUCT REVISED
HEIGHT "�-
SINGLEMULLION
THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE Bui�dm lyl IW Nc FIwIA
OPENING MULL
FORVERT. MULLION CAPACITY(LBSIFP)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFP)FOR THE OPENING OBTAINED IN s D1LIV
HORIZ. Acpirati Nn 1HEIGHT LENGTH MULL MUI-L STEP 1). E pirafi iYale.11111— ILENGTH
5)FROMTHESAME TABLEUSED IN STEP4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS.THISVALUE BYJ_ REPRESENTS THEWINDLOAD TRANSFERREDTO THESUBSTRATE BYTHEANCHORSAND MUST BE METTO ATTAIN THEFULLMULLION CAPACITY. MIM o h°duO6 FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEETANDLISING YOUR ACTUAL SUBSTRATECONDITION(MULTIPLE �\\ �{ LYNN/SINGLE MULLION FORVERTICAL MULL ) LYNN
OPENING WIDTH ANCHOR/SUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR `` t�0?. �/e
FORVERTICALMULL CAPACITY IS MET. e��,• \,\CENSE'•.F�
MULTIPLE MULLIONS 'I;: '-'`•
'1 SEEM FIGURE I ABOVE.
DETAILS 7)IF THE MULLION CAPACITY(LBS/FT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFP)FOR THE No.50705 :
FROM FIGURE 1 aeovE_ OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS _
VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE - Z Ix
STANDARDS USED: 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION '
•2014 FLORIDA BUILDING CODE FBC,5TH EDITION S 7E F (V:
( ) CAPACITY(LBSIFT')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION :�T ''•,,F(0 10P••' ���
•ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION PRODUCT ASSEMBLY.
*ALUMINUM DESIGN MANUAL,ADM-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. �A L4
•AISISFL 100.071S2-2010 A.AFL P. Il�n5�Flt,1A.E.
E:#58705
n
DETAILA: DETAIL B: /-M WON cl °
MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BUCKSTR P TYP.ANCHOR °
OR WOOD FRAMING WOOD BUCK AND MASONRY AND SEESEETABLESIB•
CHMENT ieB o
ATTA
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) By OTHERS.
SEEI. N
1
I I II III MULLION I SHEET I.
SEE SHEETS MIN 2.TKSI �• 1'.•.,. I EDGEb I CONCRETEORCMU, ' DISTANCE.FOR HOLE I
SEITHERTHE LOCATIONS I. I _I I EE SEE TABLES
TANDARD OI EDGE DISTANCE B-16B JW Q N
^m
WW_(1)
OFFSET MULL EDGE I FORMASONRY 0
CLIPMAYBE DISTANCE ANCHORS
INSTALLED BY FORWOOD SIDE VIEW M
THIS METHOD. .pSCREWS .260•MM FOR nd
p 7
a ALL MULLIONS n d' n EITHER TME F
p STANDPRDO U1o; m rL
4OFFSET MULL z
.da CLIP MAY BE g Ng�
'
ad, � n INSTALLED BY � F d
p EXTERIOR rHls ErnoD. Z
d EDGE .. '' z r
.Q DISTANCE 4 h Z _
¢ ZZ
n .d FOR m Z 0 C,4 (D
n MASONRY o Q Z 00•.O
e THE°FFSETCLIP IS ANCHORS
tr f�7 RECOMMENDED FOR J
EXTERIOR d °a FIN-FRAMED
WINDOWS.BUT MAY W Q
ALSO BE USED FOR 4 N cn
OTHER FRAME TYPES. V Z Q O O
a z cn U)
g m 0%0
TYP.ANCHOR
PERSUIBSTRATE, PERSUBSTRATE,
CHOR
TYR ANCHOR SEE TABLES 18-16B
PERSUBSTRATE, SEETABLES 1B-10B
SEE TABLES IB-16B �EDGEIEND BUCKSTRIP
DISTANCE
AND
SEE TABLES T ATTACHMENT
1B-16B I .'.l...�.:. BY
EMBEDMENT BUCKSTRIP EMBEDMENT' •'"'• SEE OTE I,
AND
ATTACHMENT L SHEET 1. .
BY OTHERS,
SEE NOTE 1,
SHEET 1.
MIN 2.7 KSI CONCRETE OR CMU
SIDE VIEW FRONT VIEW PRODUCT REVISED
as conlplylns with Cha pluFid�
FRONT VIEW BuiletnS Code
AccepmnmD�ale ,
Cr iretion INSTALLATION NOTES: BMlalni dar
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. III I
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION \\ ��.�LYNN M�����i��
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE.THE \���t�,•'•�\Cr:NSE '•.F'P
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE 2': '•,;�'�
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. yc NO.58705
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAO OR FLATHEAD. — �~
a '. N16 w
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. �•� STYG E OF j
5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI•DADE COUNTYAPPROVED :���.S••FLOt71D?;••����\
ELCO ULTRACON OR ELCO llV S.S.AGGREGATOR MASONRY ANCHORS. � „
A.C%NIM)LLEf7;b.E.
FL P,E.9 58705
DETAIL E: �
—I .126,MIN- MULLION TO MULLION ® j{A�
DETAIL C: INTERSECTION NOTES:
MULLION DIRECTLY ATTACHED TO (U-CLIP) gg
MASONRY STRUCTURE MULLION F1)MAY BE INSTALLED IN'TEE'OR'CROSS' 11 o
(STANDARD CLIP SHOWN) �� INTERSECTIONS. k 4 F'
a9
VARIER 99Y LW7
2)MAY BE INSTALLED HORIZONTALLY
(SHOWN)OR VERTICALLY. to
I TYP.ANCHOR
N
EITHERTHE PER SUBSTRATE, L 3)SEE U•CLIP DRAWINGS,SHEETS 21-23 m
STANDARDO ; j SEE TABLES IB-138 FOR CORRESPONDING MULLION. cnW
OFFSET MULL I j TOP VIEW zO !A
CLIP /-MULLION
MAYBE I I I n EDGE DISTANCE LLI-J
INSTALLED BY 1� I FOR MASONRY VARIES}--H ?
ITHISMETHOO I I ANCHORS I
1112 STEEL SCREWS,
I I^I SELF-DRILUNG OR PRE-DRILL g _
U)
MULLION AND USE SMSlL p O
DD m o t-
N
ane MULLION �
EXTERIOR G O j
THE OFFSET CUPIS Z V m
EDGE DISTANCE 41RECOMMENDED FOR $
FOR MASONRY G FIN-FRAMED LINTERSECTI. lot W
ANCHORS WINDOWS,BUi MAY U-CLIP = H o Z
ALSO BE USED FOR EXTERIOR Q U)
8 OTHER FRAME TYPES. Z ',-
~ ¢ Cn O
TYP.ANCHOR d Q O Z
PER
SUBSTRATE. .Q ° �• 00 p
SEE TABLES 10-13B SEE SHOLE LOCATIONS
� 1- g0 XV
TYP.ANCHOR HOLE LOCATIONS QQ ul b° o
PER SUBSTRATE, C7 �]
BUCAKNSTTRIP SEE TABLES IB-138 FRONT VIEW EDGE W _j 1 `1
ATTACHMENT DISTANCE F co co
BY OTHERS, SW
EE TABLES H (n »9
. .a• .•...� SEE NOTE I. .� IB•13B UQ Z Q O O
EMBEDI MENi - SHEET I. •. •'. Z
EDGE
�_ ..•: •... °, �e DISTANCE U m�
(�-SEE TABLES SIDE VIEW
MIN 2.7 KSI CONCRETE OR CMU MIN 23 KSI CONCRETE OR CMU 10.138
FRONT VIEW SIDE VIEW DETAIL D:
MULLION ATTACHED TO
STEELSTUD
(STANDARD CLIP SHOWN)
STRUCTURE
INSTALLATION NOTES:
TYP.ANCHOR
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A PERSUBSTRATE, ® '
` SEE TABLES I0-13B
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION °� `� SEE SHEETS 9) PRODUCT REVISED
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21.23 FOR as complying with The Amide
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE Building Code
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED.
LOCATIONS E piraat,ce NeKo-621$.63
ezpirali nDale /jQ2)
3)ANCHOR HEAD TYPE MAY BE PANHEAD.HEXHEAD OR FLATHEAD. MULLION
BY
Dada 1
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3.
5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED EDGE
STANCE \��`��(GYNN 4flzl
ELCOULTRACONORELCO114'S.S.AGGREGATOR MASONRY ANCHORS. FOR STEEL STuoBTHINNERTHAN sEETABLEs `� O� •'••••"'••�(.`
FRONT VIEW WGAANDCOMPLIANT WITH THE FLBUILDING
113-135Z •'�ICCNSF •, S
CODE;A 2X WOOD BACKER MUST USED.
ATTACHMENT BY OTHERS. No.58-105
EXTERIOR USEWODD ANCHOR SPECS SIDE VIEW
NOTES: _ LC
° g!6iLUZ
1)FOR 2X WOOD STEEL STUDS,WOOD
ANCHOR VALUES MAY BE USED. %�0. SP.•' ��
T FLCR10,.
2)SEE CORRESPONDING MULLION TABLES, Fis`>/O((+yfp,\_
SHEETS 5.20,FOR QUANTITY OF SCREWS. AAYN%I 4I.W P.E.
FL P.E.#58705
an n -
DETAIL F: DETAIL G: DETAIL H:
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP) $oY
SEE DETAILS A-E. 30'OR 45•
SHEETS 2 AND 3 FOR INSTALLATION BAY MULL
TO SPECIFIC SUBSTRATES. N
MULLION
M, fn
O O Z fA
0 O W
0 0 0 0 0 0 W
O O TOP VIEW o N
I m U O
SIDE VIEW TOP VIEW I I i N m N
SHOWN WITH PX 4'X.125' I I I 1 On Z J
I
MULLION I I I I TYP.ANCHOR f..
PER SUBSTRATE,
EXTERIOR I j IBEE TABLES 16B OR 10B ?
2
1 TYP.ANCHOR
STANDARD MULLION CLIP - I b I ER SUBSTRATE, I 1 EXTERIOR Z
MODIFIED TO FR FIELD I SEE TABLES I B•148 1 I Q' Z ''• r
CONDITIONS. I I 1 2'X 5'ANGLE CLIP, Z Z Q N O
I 1 I 1 1 I 2 PER MULLION END.MUST BE Q O
I I I INSTALLED INSIDE OF BAY MULL F FZ CO
O
1 I 1 m - 0§e'
MULLION I I 1 TI B
�
J
Ir Q Y Y
U) N y
I ANGLE CLIP, U Z Q
1' 2 PER MULLION END, Q Z 0
Q\ I I i MUST BE INSTALLED D-8 co
m 0 mo
I� I INSIDE OF MULL. n 0
I 1
I
b
TYP.ANCHOR
PER SUBSTRATE,
SEE TABLES 18.148
INTO WOOD,
if STEEL,PLUM
INTO WOOD.STEEL. STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR
ALUM,CMU OR MASONRY MODIFIED IN-FIELD.
EXTERIOR EDC'Epksl oa8
O PgR P A/ `�` f a,comply ng wLICT ith Iho Floricia
building Code
® I ® INTOWOOD,STEEL, Aco.plalce No��OZta
ALUM,CMU OR MASONRY 1 O E.pimlion Dat. Z�
® ® EDGE
DISTANCE By
PER Aim1 Cfl.duct
ANCHOR
E EDGE
DISTANCE �---� NOTES FOR INSTALLATION OPTION G&H: ���C`.I LYNN Mj(lFp
PER ANCHOR O
:
G O ,._......1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. .S�~�••"'ENSS
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-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE :.
-;g t!D 56705
LOCATIONS. _ T
�//
2)SEE TABLES 1 B•130 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 158 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE .O.•,.V` �L
LOCATIONS.
3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. = «•777••���Tg .•`,�:�
c>o'•...rL...... ' G
k& p. #4AR?p.E.
FL 58705
TABLE 1Ah
Mullion Capacity Table ibs782 ® FA
Opening 4Yidth(forvarlically-sparmi mullions)orOponingMalght(forlvdzorfaYy-spamitgmuTions) G" 5
50 W 601n 70In 00 W 1e01n I OO In 720 In 140 In i6o in ('( � G
Ractm�gu"' Traptrdany. ReIXangger 5¢' O
Treptiriany. Ratongutar Reptrgen8- Rectangular TreptTAerg. RedatrBtdar Trap.Rden9. Recianyi9er Trep7Mong. Redengutet TreWTAang. Radwadar Trep77Man9. Rectangular Treprrdaw
1X2X.126 LwSna Lwdinp Lwd'ng LoaQV LoaGmg Lwdng Loadmy We(Sng L",I.g Loadiaa Loading Leadng Loediny Lwdmg Lowing Lading Loediny Lwdng o�YA u�
Alum Tuba a € �_ .F sZ.
Mullions aYa g a1 ggaaa ea � a a a a � a a 143
� b 3^ 3 c3 � �^ ^
421. 111.E 40B 129.5 332 933 408 116,6 325 78.0 408 107.8 321 69.9 /08 104A 719 82.1 40B 101.0 31B 65.8 400 101.0 119 48.6 IOB 104A 319 38.0 400 104.0 318 36.0 408 101.0 J19 0
48 In 74,6 312 83.8 258 62.4 312 73.4 252 53.5 312 67.0 248 48.8 312 63.2 240 41.6 312 613 2M 37.5 312 01.0 244 31.2 312 BLO 244 26.8 312 OLD 244 23.4 312 61.0 2A4 Z
50.6251.1 63.9 281 70.6 234 612 287 81.6 228 45.6 261 65.7 224 1 39.9 281 52.1 222 35.5 281 50.1 220 31.9 28l 49.3 219 26.6 281 49.3 219 22.8 281 49.3 219 20.0 281 49.3 278 (1)
511n 62.8 24T 67.6 207 43.0 247 48.5 202 JT.e 247 44.a 199 32.8 247 {1.5 188 20,2 247 39A 104 26,] 247 30.4 1B3 11.9 24T 38.1 103 15.8 247 38.1 187 16,4 247 78.1 193
0❑
601n 38A 200 413 170 32.0 200 35.4 156 27.4 200 31.5 163 24.0 200 28.6 160 213 200 21.1 1$9 192 200 25.9 157 16.0 200 23,0 158 F• t0 J
Me 631. 33.1 181 33,3 155 27.8 181 30,3 152 23.7 161 TWO 140 20.7 181 244 146 16.4 161 22.8 144 16.6 181 21.7 U3
T 881n 28.8 165 30.6 142 24.0 163 28,1 139 20.6 165 25.1 I3B fa.0 165 21.0 734 Z !n m
72 N 22.2 139 23.3 120 1@.5 138 1A.B 118 15.0 139 17.6 118
rnz
zein lea 123 79.7 709 56,7 126 16.8 7o-7 - ❑ Z
7B W 17.3 118 18.2 104 � .- �
TABLE IB ANCHOR CAPACITY ADJUSTMENT FORMULA: Q z N
AnchorCa ct Table Iba H to a; 4;� o
ANCHOR CAP.:,p,,._, ctt cv ��a
8ubalmte: 2.7k Cororde 3.5k Com, Noua«CMU Fmw CMU PT Wood Metal (DP„�)X( }=ANCHOR CAP..,^ � '-� ❑ �T
5f18'£ko i74'SS Eko WIV Eico 114'S Eko $10 Stad s12 Sled tit sicd MULLION
.Andwrrype: 3I10'Eka Ulvacon 114*Eke uGrecan wlw Eke tnvwm 114-Eko ma es, }(
AnchorCllpPeHeRla Ulvecal a9pteGa', uluacon Ay9(eGetor Saw(05)screw(Cfs) screwics) USE THIS FORMULA TOOBTAIN THE"ANCHOR 7NG Y
Edge Distance gn}: T 2-t!P 11 2-Ire a-Va' t• 2.172• t' 2.10• 2• 3.118• 2 0.48' 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN V.
Emhadment lmk 1-314' 1.314• 1.314• 1.314^ 7 1-V4• 1.114• 1.141 1-V4• M14• 7.114• 7 tare^ 1.318- lades ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anatars�4.75'Min.O.C.lSWndard or 05sd Oip{F/g./}: 390 tba sea las 450 Ws eso Ws 1644 u» 270 lbs 2e6 Ws 354 w. 740lo4 37411. 68/70 948 lbs 347 las 44211. sso Ws OPENING,WHEN IT I3 LOWER7HAN THE MULLION ar- 0
4 Anotro @ 1.15'MN.O.C.7 SlaMard(or Duo)COp ft.2J: 460 Wa 700 ro.. WA WA WA WA 380 IM WA WA WA WA WA 682)w W5 iw 1120 Ws CAPACITY(FROM THE TABLE)OF THE SELECTED
4Amher.®3'MIn.O.C.1(2)2x5 An01e Clips I(Fly.3): 780 lbs 7800. 6@Olw 158olbs 189610 540 1b. 6601bs WA 760 lbs 74010 Bao Ila 18921b. 68211. 05 IM it2olbs MULLION.IT WILL YIELD A MINIMUM ANCHOR
WA
2 Anciw+s OAS Min OC.7 ULSip,9do.t25'Atum.iFiO.4j: WA wA WA WA WA WA WA WA WA WA WA WA NIA 715 tw CAPACITY WHICH MAY BE USED TO QUALIFY
I And./F-Mp(Flo.5): 1951bs 195 The 22511. 4451be Ba lbs 135 Ws 140 lbs 1771bs' 370Aa 1871bs 33211. 473lbs t70 Ws 22110 29011. ADDITIONAL ANCHOR OPTIONS FROM THE
2Ananata Lt5-Mf0 O.CJF-a0iFi9.8): 240 W. 35021. WA wA WA WA 1901W WA tUA wa wA WA 341 Ws 44215. 580&, ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: TABLE NOTES:
l'��-�--- ��•--- 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
PRODUCTED
--,
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. m comPiying ing with ith ftFtorida 1.00p^ �..-. Building Codc
AccePtal(�t4o •02(8.0
FIGURE 3•
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND16R OPENING WIDTHS IS ALLOWABLE. Ba imli n Da10 / �
B
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. y
i HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,gg0• Mimni a Product
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. L ,125^
YNN 71/r
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED C�(L ,Aflj(� fig
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED r ;`��1Q.•'\C ENSI '• 'Q
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.1251
tiG �r
O THICK STEEL STUDS TO BE A MIN)MUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT t"X 2•X.725'MULLION r 6705
--� HE MATERIAL.#10 ANCHORS ST.125'THICKAND A38.ALL ANCHORS
WOOD MAY BE STEEL,1M S.S.OAT LEAST p SCREW THREADS BEYOND _•5�;t/+(�' No. / J
U r jk� CLI;
Luz
;d ST SEOF
CTC•.,FLOR\Oti';•' �U' •�
�}C�`
rV I CE ..
A.LYN l EA;Y.E.
FL P.E.#58705
TABLE 2A
Mullion Capacity Table yinstrejh s#
Opening Width(for verdealty-spatW77g mUllOns)Or Opening Height(fornodzontalry ap.W ng mUllons) G!
60 in 60 in TO In 00 N 80 N IDD In 120 in 140 In 160 In Q
Rectargutar TrapRdarp. Recleresdat Traprrdarg ReUar47ular Tmprrda,p. Rectangular TmpfTdM. Rectanguix I TwIllarg. Recouvular TrapTt(are. Rwlangwar Ttapnisarg. Reetatgt4ar Imprldane. R.I.09der Trap Marg Q
1 x2 x.376 Loadire Loadre Leading Loadhg Lmdiig Loatl(re Loading Loading L.aairg Lesdbg Load'ug Loading Loadlre Loadtrg L-dllg Loading Loe tg Loading p�4
Alum.Tube y iiMaa
Mullion jal,
Z
4211 170.0 820 170.0 435 157.3 662 1Ta0 478 128.7 662 170.0 608 113.5 662 169.6 518 100.9 802 108.9 517 00.0 662 16&9 517 75.7 662 168.8 6V 64.8 662 188.0 617 66.7 GM 16&9 517 Q lli
4813 721.8 607 13&0 470 101,4 SO'7 110,2 -010 88.8 507 10&7 403 78.0 507 1028 389 67,6 507 99.6 397 50.8 007 09.0 390 50.7 S07 99.0 396 43.4 507 990 390 36.0 607
0
9A 396
50.625(n 103.7 456 1140 378 8&4 458 89.9 371 74.1 456 90.5 364 64.8 456 1 64.8 360 57.6 456 1 81.3 367 61.8 456 80.0 1 358 412 456 80,0 356 37.0 456 80.0 358 324 456 80.0 358 8 U)
7
5913 65.4 400 93.3 330 71.2 408 80,9 328 01.0 400 72.7 322 53.4 400 67.3 318 47.5 400 64.0 1 315 427 400 623 314 35.6 400 61,5 313 30.5 400 61.8 373 2&7 408 61.8 313 m � Q
60 in 62.3 324 66.0 270 61.9 MA 57.5 270 44.5. 324 51.2 264 38.9 324 4a9 280 34,6 324 43.9 25T 31.1 37A 42.0 255 26.0 324 40.5 253 222 324 40.5 253 19.5 374 40.5 253 N
¢313 53.e 294 67,4 252 44.8 284 4a2 248 34.4 284 43.6 241 116 294 39.0 237 2&9 294 37.1 234 28.0 294 35.2 232 224 284 33.5 230 19,2 294 33.4 230 18.8 294 33.4 230
a 0613 48.6 268 49,6 230 30,0 268 424 22533.4 268 37.5 221 29.2 268 30.{ 216 20,0 260 31.6 215 23.4 266 29.8 212 106 266 20,0 210 16.1 26B 27.7 209 146 268 27,7 209Z z' m 2
'+E 7213 36.0 225 37.9 196 30.0 226 32.2 191 257 225 284 188 226 225 258 185 200 225 23.6 182 18.0 225 221 160 15.0 225 20.3 177 128 225 19.6 176 11.3 225 18.6 176 L 3 .p
7613 30.0 202 320 177 266 202 27.2 173 21.9 202 23.9 170 19.2 292 21.5 167 17,0 202 19.7 165 153 282 18.4 163 126 202 1&7 180 10.8 202 15.9 158 9.6 202 15.8 158 IL fz
781, 28.3 192 28.6 786 23.6 191 25.1 105 20.2 191 220 162 17.7 182 19.1 1S9 75.7 102 18.1 157 14.2 192 18.8 155 11.8 192 15.2 152 10.1 192 14.4 150. 8.9 tot 14.2 150 Q
J
8413 186
144 19.0 126 154 1a4 1&1 126
06 N 1&2 127 15.6 113 Q Z a-•
„tl,O
AnehorCa a¢f Table(lbs)TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: U5 t'? S d
ANCHORCAP.,,o,,,,,, W K Y X
9ub4lmla: 2.713 Concml0 3.5k Cora. Hollow CMU Filled CMU PT Wood Meta: (DP)X t "ANCHOR CAP.,,,
51i8'E1ce 113.55 EIce 9.16'EKa i!4'SS Elco Xf¢Stee! 572 atcef 912"1881 MULLION CAP.,,o,,- � N } co
Anct+otT7pa: 3116'Etw Uttntwn iJ4'Etco tduacon 3tt6•Eleo Utmcon 114'Etc.Unmcce r( Q 7 "
AnehorCllp Pettem6 uumcon Ag9mGaiot UI99eon AggreGatar Serav(G5)acmw(GB) Unm(G51 USE THIS FORMULA TO OBTAIN THE'ANCHOR Q Q C)
Ewe Olst.ft-64 t' 2-u7 P 2-lir 3-178' 1• tMIJA
T 2.11? r 3.08' 2' 0.48' 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN 0-c z rn N
Embedment(h): 1.94' 1.314' 1,314' 1-3 Y 1.114• 1.114' 1-114' 1.114• I-IW r vVe' 1.118' Nv1e4 ACTUAL PRESSURE REQUIREMENT FOR THE �_ �'O*:.CI
2 Anc7wm Q4.15'MIn.C.C./SIatlOardot04"el Ctlp{F1g.11 39019 39D Me 45010. 8901s 16148>,4 2701s 354 to$ 7401W 374 We 6841W 8461b, 34i 1,s 44-2 lost 5601s OPENING,WHEN IT IS LOWER THAN THE MULLION €�mtta
4 Anchom 1.13•MN.O.C.7 8tordard(pr06seq Citp(Ftg.2): 480 It* 70D 1s NTA WA NM WA WA NIA WA WA WA 662 nos 8651" 1120 In CAPACITY(FROM THE TABLE)OF THE SELECTED
a Ancbpa�3•Min.o.¢1(212rs An¢Ia Wps1(FIg.3Y• 7BO Ibs 780 ft 68)[be 168011,, tesa 0.s 0.d is wA 7601" 7481" 6801" t59z ms 8821" Wlbs, 112o 1W MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 Arknam 0.43•Mir:.0.0.t Utgtp,Nto.725'Atum,(F(g.dT. WA WA WA WA NIA WA WA NTA WA WA WA WA NtA 7i58z$ CAPACITY WHICH MAY BE USED TO QUALIFY
i Amhor/F•C91p(FI¢.51: 1B51s 1951s 2251, 44s1s 82211,8 1351, 177lb4 37010. 18110. 33211'" 4731be 17015 221 l0. 2501, ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anctxte@t.t3'MiL O.CJr•-CIFp{F(g.6g 2dD 1s 35d 1s WA WA WA WA WA N/A WA WA WA 341 nes 4421bs SWiW ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1• FIGURE 2: TABLE NOTES: CRODUCT REVISBD
as complying with d0.FlbrM4
-� • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Build g Code
"1 1.000• Aea anm 7J0! -11)2/A.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. g==
/J,j)�j
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. By
FIGURE 3' Miami Tr¢duct
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 000'
i ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, 2, 1 t I I I t
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ��1� OCC( LYtVtrj Aid
ANGLE CLIP MUST BE USED IN PAIRS, �����t•••'•1,4GEN@C'!(��
4)SUBSTRATES:CONCRETE SHALL CONFORM 70 ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 375 � �-
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATEDT''
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T5 AND BEA MINIMUM OF.1125- {�o.58705
25- _
THICK STEEL SCUDS TO BE A MINIMUM GRADE 33 AND.SHA THICK N AT LEA.STRUCTURAL STEEL TO BE AT 1'X 2"X.375"MULLION
s� LEAST,125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ,'Ly-
• THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. ^ 1;7'P.; fU
Q S Ur F <(,7,�
T'.• �
'��at'•,'c�CORIDH.•'C,�K`.
A.LYNN M I UE11,P`E.
FL P.E.#58705
TABLE 3A
Mullion Capacity Table ibse } x
Opening Width(for 19rticaly-spamirg m illons)or Opening Height(for horizontaiyy-spenri g mUlons) 7S��S`^citK
SO In 80 in 7010 801n 80 in 100TH 126 N 140 N 160 in
Rectangular 7r4ptTdOng. Rectanow 7mpman0, Ractangular Tr-Among. R.Monga t TiaplTAeag. Raclengllar TmPff4-O. Roclaa9ular TmpaAan9. RBete69" 77aplrneng, Recfe 1317 p a" Tmpffdana. ><�
1 X 2.76 X Loadn9 LoodinO Loadng loafing LOadNg Loadng Loafing loading Loading loading Loadng Loading L04Fmg taacing taadnglar 7 LaaSng. R oteafing Loafing gz U
.376 Al
ki
Tube v� as
Mullion $, $. �. $, g�. $, g $� g �. $ Q,� �, �. LO
t3 3 t7 c3 3 t9 c3 d r9 t9 c3 t9 t3 c3 3 t3 c9 5 21N
6 }g�• B�' }��.$q¢• 6 �y 6 �y E E p� �g�y �� �y��{ � yet 1EpT �tt� p§fir � }fit 6 ,fit y�y! �gy �� � ygr� s �}fE t�a� $qtT �¢e �� Fgt$ m rii
42 In 170.01 020 1 170.0 436 170,0 1 744 1170.0 478 170.0 868 170.0 We 170.0 iMR 170.0 Me Inc 1116 170.01 621 170.0 1240 170.01 621 148.7 1301 170.0 521 127.6 Mat 170.0 621 111.6 1301 170.0 521 O ~
48TH 170.0 708 170.0 524 170,0 850 170.0 68{ 170.0 992 170.0610 170.0 1133 170,0 661 We 1139 170,0 077 t38.8 1139 170.0 860 113.9 1139 170.0 680 97.6 1139 170.0 680 65.4 1139 170.0 680 -1 2
MOM 170.0 74T 170.0 563 170,0 896 1170.0 631 187-8 1032 170.01 664 146.6 1032 170.0 723 1305 1032 170.01 747 117A t032 770.0768 97.9 7032 170.0 756 81.9 1032 170.0 758 73.4 1032 170.0 756 2 Q m U)
641n 170.0 797 170.0 612 181.3 007 170.0 801 138.2 907 184.7 730 120.9 907 1525 720 107,5 907 146.0 T14 96.8 907 WA 710 811.0 907 140,0 709 69,1 607 146,0 709 60.6 907 140.0 709 m O
801. 141.1 733 151.6 625 117,6 735 130.3 Bit 100.8 735 116.0 699 88.2 735 106.2 500 7d4 735 99.6 683 70.5 735 95.1 618 58.6 73591.8 574 50,4 735 91.8 674 44.t 735 91,8 574 f0
to
63
J
{., 63 N 1,9 888 12130,0 570 141.860 111.5 567 87.0 668 98.9 547 76.2 668 90.1 536 87.7 888 83,0 631 60.9 668 70.8 528 508 666 76,8 521 43.5 We 75.6 621 38.1 666 75.6 621 *� (» �
W. 106.0 607 1124 522 8B,3 607 88.1 511 75.7 607 86.0 661 68.2 607 77.1 493 56.9 oo7 71.5 4B6 53.0 607 67.6 461 44.2 607 63.4 478 37,9 607 02.7 474 33.1 807 62.7 474 Z W m
72N 8t.e 510 85.8 143 68.0 516 73.0 434 68.3 530 64.3 428 51.0 St0 57.9 418 #S,S 510 63.3 413 40.8 $10 64.0 468 34.0 570 45.9 402 28.2 510 44.4 369 25.5 Ste 44.3 399 = y
78In 69.4 456 72.5 400 57.8 458 61.7 39Z 49.6 450 54.1 365 43.4 458 410 '378 38.0 459 44.6 373 34.7 458 41.6 368 26.9 458 37.7 382 24.6 468 38,0 359 21.7 458 35.7 358 fYf
76M 64.2 435 67.0 381 63,6 435 66,6 373 45.9 435 49.8 366 40.1 435 44.7 360 35,7 435 40,9 355 32.1 435 38,1 351 26.6 435 34.4 344 22,9 435 32.6 341 20.1 435 32.2 340 `Ji � q•
W. 17
43.1 289 34,8 3X1 36,4 285 29.9 327 31.8 280 28.7 327 28.1 276 232 327 25.7 27120.9 327 23.7 268 17A 327 2t.0 262 144 327 19,3 258 y � -<35.4 267 20.7 287 20.9 262 24A 287 26.0 248 21.5 287 23.1 244 1@,1 267 20,9 240 17.2 2a7 1B.3 237 14.4 287 16.9 232h Z
24.7 205 202 227 20,8 201 17.3 227 18.0 198 76.1K22.7 184 18.6 215 18.1 101 16.0 215 18.6 188 F 1719 167 CV
TABLE 3B ~ ?C
AnctlorCa a0i Table ibs ANCHOR CAPACITY ADJUSTMENT FORMULA: 0.e~ 2 0
ANCHOR CAP.:_,_
su0slrele: 27k COncMe 3.5k COno. Hollow CMU Finad CMU Wr wood Molal (DP_)X( )-ANCHOR CAP.,,,
Stty Eko i/4'SS E"
05118'Elco 114'SS Ek, BiOSlaei 4128teal Mt25icei MULLION CAP., o
Anchor Clip Patterns Ancnorrype: 3116'Men uiirxon it4'Eko UBmea1 int-On 3+18'Eico UlGacon 1)4'Eko i60acm Aggm(letw Unman Aq;reGator 8cmw 105)so"(G5) scraw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Eda.Oftfams(in): t• I 2-lir t• M41
6' 1' 2-Ur r 2.11' 2' 3.119• r 0.48' 054• 4024• CAPACITY REQUIRED'CORRESPONDING TO AN
Embedmeat(N} 1.311' 1.314• 1aPo• 1.114• 1.174• 1.114• 1-w• 1.114• 1.114• r tare• tare' lades ACTUAL PRESSURE REQUIREMENT FOR THE
2AWchomQ 4,75-Min,O.C.181..dard or0fsat Ctlpa`io.tk 390W 3901ba 4501M 1bs 2701M 2801b 3541as 74D en 3741bs 684 us 9461M MIN 4421be 5W 1bs OPENING,WHEN IT IS LOWER THAN THEMULLION
4 Amr-@ 1.16Min.O.C.I Mandan$ter Offset)Cip(Fl0.2} qB0 Pos 70D Ibs WA WA 3801b3 WA WA WA WA WA 6821M 685 1b, 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Am"QWMin.O.C.1(2)2x5 Angle .2 g"
780TH 760 ks 6901bs ros 5401M 560 1b, WA 7601bs 746Ibs WOO 18921bs 682 bs 8651M 119-ft MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 Anchom 0.45"MN.O,C.7 U-Clip,Ntb.i25'AWm.iFiO.4): WA WA WA A WA WA WA WA WA WA WA WA NIA 7151M CAPACITY WHICH MAY BE USED TO QUALIFY
1 AncMr/FCUDffb,Sk 1051M 1851Ds 2251M 1M 1351as 1401M 1771bs370W 1671bs 332lbs 455; 170 Ws 221 las 2801M ADDITIONAL ANCHOR OPTIONS FROM THE
2 Ancitom@L55"MN.O.CI FL1Ip iRg.B): 2{O Ns 356 W1 WA A WA 100 ibs WA WA WA WA WA 3471bs 442 tM 584 ibs 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.
�•-••+ PR0T3UCTREYI3ED
os cbmplyind with Tho r1oddit
IIutldingCode
FIGURE I: FIGURE2:
i TABLE NOTES: Accepmnnd ate- S•Lj
-•-) 1.000' r+- Expiration
• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, By
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mi i do Product Control )
FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDtOROPENING WIDTHS ISALLOWABLE. \\\%,i LYNrV rft
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' �'` alt',••'f EN'r?'/(C�`f /��
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No,s67G5
ANGLE CLIP MUST BE USED IN PAIRS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED _ �16
FIGURE 4: FIGURES: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 375"YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125"THICK.STEEL STUDS TO 8E A MINIMUM GRAD£33 AND.SHA L EXT N GAUGE),STRUCTURAL STEEL TO SE AT %C-� S . y w
LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1"X 2.75'X.375'MULLION %;'C'
;�''-..FLORtOP. \�
THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S,S,OR 410 S.S. �i�iSS� Qlr?:
f/{hYfJj�i4
FL j3 #587GS
TABLE4A w �
Mulllon Capikofty Table Ibst(i2 rt
OponingWath(for veNca*spatrifgmtMions)orOpening Haight(for tn6zontatty-@pernrOmUkons)
501n 601n 70 in 00 In 901n 1001n 1201n 1401n 180 in Sf p
1 x 2.76 x
Rectangular Trap idang. ROcta gWar T apTda g. Ractengu a 7kep?dang. RacSangdar Tap Ida g, ReOisngula Tap Tdeng. Real ang ler TmptTgong Recteagutar Trap Tim g. Raote gWa T1eprldeng. Rectonpda TrapRdeng q
Loading Loading LoadinO Loading Loafing Loading Loading Loading LoedNg Loading Loading Loading Loading Loading L0a6np Loading LoadniiLosding
S64 Alum.
Tubb
04
v v va v oo v vG
� � � � � � 03
i� $a a a �� d`a > a a s� d`a �� a s' a g� a � a s� d is a a �� z W
424, 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 We 170.0 892 170.0 518 170.0 HIS 170.0 $21 170.0 1240 770.0 521 Ullo 1488 170.0 525 158.7 1620 t70A 521 138.8 1820 170.4 521 � �
48 N 170.0 708 170.0 524 170.p 850 170.0 584 170.0 892 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 141.7 1417 170.0 680 1215 1417 170.0 680 106.3 1417 170.0 680 �
50.6251n 170.0 717 170.0 583 170,0 e@8 170.0 831 1711.0 1046 170.0 684 170.0 1195 170.0 723 182.6 1280 170,0 747 148.3 12M 170.0 756 12t.0 1288 170.0 750 104,5 1288 170,0 756 91.4 1286 170.0 "766 LU o
54 N 170.0 787 170.0 612 170.4 953 170.0 891 170.0 1118 170.0 754 450.7 1130 170.0 803 t33.9 1130 170.0 8'37 120.6 1130 170.0 850 100.6 1130 170.0 eat 88.1 1130 170.0 801 75.3 1130 170.0 881 m M LU �
80 N 170.0 611$ 170.0 701 1485 015 1823 781 125.5 016 144.5 746 100.9 015 132.3 735 97.8 916 123.9 726 87.0 015 116.5 720 73.2 916 114.4 715 02.8 015 114.4 716 64.0 015 114.4 715
63 in 151.6 830 161,0 710 126.5 830 138.8 004 1085 830 123,2 881 94.9 830 1122 670 84.4 830 104.6 662 75,9 We
09.4 858 63.3 830 94.5 618 54.2 870 04.1 840 47.4 830 84.1 849 (�)
66 In 132.1 767 140.0 850 110.0 757 11@.8 638 94.3 757 105.9 024 82.6 767 88,1 614 73A 7$7 50.1 898 06.0 757 64.2 600 55.0 757 79.0 593 47.2 757 76.2 691 41.3 757 782 591 ? 0-
721n 101.7 838 108.8 552 B/A 938 01.0 540 727 836 60.1 $30 87.6 839 722 521 $8.5 638 66,5 511 50,9 836 62.3 506 424 036 572 500 38.3 836 $5.3 197 31.8 839 55.2 497 ' Q 0Z
78 N 86.5 571 90.4 4116 72.1 571 76.8 486 Off 571 87.4 470 54.1 571 60.8 671 48,0 571 55.5 486 43.2 $71 b1.8 469 36.0 571 47.0 151 30.8 $71 14.6 147 2Z6 677 44,5 448 Q p,a,
78h 80.0 542 83.4 474 68.7 542 70.8 485 57.1 542 82.1 468 50.0 542 55.7 449 14.4 542 $1.0 142 40.0 542 47.5 437 33.3 542 42.8 42@ 28.6 542 40.6 425 25.0 542 49.5 423 H �` N
go N 52.1 407 6J.7 3111 43,4 407 46.4 355 37.2 407 39.6 349 325 407 35.3 343 28,11 407 32.1 336 28.0 107 29.8 334 21.7 407 20,1 327 18.8 407 24.1 J22 16.3 107 23,0 310 Q 44[ Z
►- (0 O O
118 N 42.0 358 44,1 320 35.8 3$6 57.2 31{ 30.7 358 32.1 309 26.8 358 26.8 304 23.8 355 28.1 300 21.5 358 24.0 296 17.8 356 21.0 289 15.3 356 18.2 281. to X II
tOBN 34.1 283 30.8 255 25.1 283 2b.9 251 21.5 263 22.5 247 #I - 19.9 244 18.7 283 18.0 240 15.1 283 16.5 237 ED
i11 N 27.8 LU
267 28.3 242 2J.1 287 23.0 236 10.8 287 20.6 235 18.3 231 15.4 287 18.5 228 n
120 N 22.0 229 22.3 209 18.3 229 185 205 16.7 229 16.2 202 V X Q
Q r O Q
TABLE 411 2
ANCHOR CAFACiTY ADJUSTMENT FORMULA: D' m2
Anchor Ca acl Table(lbs) �
ANCHOR CAP.,-,,, " €a
Substrate: 2.7k Concrete 3A,Com. HaIIoaCMU Filled CMU PT Wood Metal (D?„)X( =ANCHORCAP._
Anchor Type: 3116'Eko UJUacon 114'Eko Uluecan S'16'Eka 3118'Eba UlVxon 114'Eko UlVacan 114'SS Eko 5116'Elco 114'SS Eko 410 Steel 912 Steel 412 Sled MULLION CA ,,,,,e
Act borClIpPatterns fnbacon A99taGata LRIMOan AQW.Gator Screw(05)Scmw(G5) Saew(GS) USE THIS FORMULA TO OBTAIN THE ANCHOR -
Edpe DIe1011as Mk 1' 2111 1- 2-Ur 3-178' 1. 2-11r 1' 2-10 r 3-116' r 0.46' 0.64' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment larIr V4. 314.
taro' r 1.1/4' - 1-114' 1.1/4' 1.114' 1.1/4' 1.114- r 1-Ste" tare' cedes ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchors 0 4.75"M .O.C.I Standard or Offset Clip(Fig.i} 390105 3901as 450 W 8901ba 1644 ft 270 Ns 280 tos )541bs 740 W 074 ins 884lb9 946 Ins MIN 4421W 560 Ina OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Afflh-491.15-Mtn_0.0.7 Standa!(or odad)Gip ffg•2} 480 bs 740 ma WA WA WA WA 3801b5 WA WA WA WA WA 6821bs 885! 1f20ro5 CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Anohors Q 3'Min,O.C.1(2)205 Angle Cllps I(Flo,37 780 IN 7801bs 6B0Ibs I%0 11m; 1690105 540 Ibs 5601W WA 7601w 748 to, 8801ba 1892 lbs 6821bs bs 1120105 MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 Amb-400.45'V.1 O.C.11.109.1.10.125-Alum.(Flo.4), WA WA WA WA WA WA WA WA WA WA WA WA WA 7151os CAPACITY WHICH MAY BE USED TO QUALIFY
1 Anoka t F4:8p(Fig.Sr 195 ft 1951as 225 8u 445 fbs 822 Ws 135 P. 1401bs 177 Rq 3701 187100 3321W 473IDs 170 @5 221165 2841W ADDITIONAL ANCHOR OPTIONS FROM THE
2Anctwn®1.15-MN.O.CJ F471p(F19,6)_ 24010.0 3`A IOs WA WA WA WA 111 . WA WA WA WA WA 341 IDS 4421Ds 6801bs 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 SHEEP 24. PRODUCT REVISED
as cornplyin5 with he Flori144
BondingCode 1(D"C'.1i&.03
FIGURE I: FIGURE 2: TABLE NOTES: Accsptaaw
��� • ....� -11.000' �--• Bxpilalion Dale �20a1
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By
SEESNEEfS2.4FORGENERALINS7ALLATtONMETHODS. � M�
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE
FIGURE 3:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2.750" t,10ENS(• •.,
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS r 21-23. P'�1,t i<
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.5II705
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 '�" pj �r0 Uf j=
FIGURE 4: FIGURE 6: FIGURE 0: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.126' S,4f-OP 4U
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND,045'THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT �`�'•., F'COR1t3p. ���
LEAST.126"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75"X.850-MULLION S• \C2
THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,1&B S.S.OR 410 S.S. `
'7j/nntll;r
A.LYNN MILLER,P.E.
FL P.E.#58705
TABLE 5A 2 ° �
Mullion Ca ao Table [bat
Opening Width(for verticaVy-spamirg mullions)or Opening Haight(for horizanrallpspernirg muirlons) 1-!i.! a
501n 60 In 70 In I in 1 00 In 1 100 in I 120N 1401n 180N 0U o
Rectangular 7replTdarp. Rectangular meprild a• Redangalar TIWT1erg. ReclengWar Trap irlan9• ReclengWar Trepr1den0• Rectangular Tin7J�Neng Rectangular Traprril 9. ReclangiAer Trap•7rlang. Rectangular TreplTdsng. sx q
1"x 3.125"x Loadu 0 Loafing Loading Loadng Loadna Loading Loading loading LoaQing Lancing Loading Loading Loading Loading Loading Loading Loafing Load g
600"Alum x _ a z> F a x F _ a 2> F a F _ a
•a .. a.. a$.. a g u• k 6,- 'o.. 2^ aLo
Tube Mull agg•. v T$s,. a8 B lf,.B 3 v ca v c� c3 c"5 Yi c3 u v C o c i5 N
�� v r7g 8 a�v� � B9 � �� � Bo � ��, c� By � �� r� cPOi�, � �� � 6�� � �•� K� ��
in
0 W
421n 170.0 620 170.0 435 170.0 744 V0.01 478 1 170.0 088 170.01 608 170.01 992 170.01 510 170.01 1118 170.01 521 170.01 1240 170.0 521 170.0 1488 170.0 521 170.01 1735 170.0 621 154.41802 170.01 521 J W
48 N 170.0 708 170.0 524 170.0 850 170.0 584 170.0 092 170.0 630 170.0 1133 170.0 601 170.0 1275 170.0 677 170,0 1417 170.0 660 157.7 1577 170.0 Me 135.1 1577 170.0 See 118.2 1577 170.0 680 0co
60.625 In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1048 170,0 884 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1484 170.0 758 141.7 1495 170.0 756 121.5 1485 170.0 758 100.3 1485 170.0 758 W 0 0
64 N 170.0 797 170.0 612 170.0 950 170.0 69t 170.0 1116 170.0 754 170,0 1275 170.0 603 188.1 1401 170.0 837 140.5 1401 170.0 656 124.8 1401 170.0 867 108.0 1401 170.0 861 93.1 1401 170.0 881 co
60 In 170.0 805 170.0 701 170,0 1063 170.0 707 158.5 1156 170.0 078 138.7 1158 167.0 028 123.3 1158 156.5 917 111.0 1156 148.7 910 02.5 1158 144.5 903 79.3 1158 144.5 803 69.4 f15a 144.5 B03
631n 170.0 930 170.0 745 159.0 1049 170.0 850 137.0 1049 155.5 B60 118,8 1049 141.7 BIB 106.5 1048 1320 830 115.8 1049 125.5 628 78.9 1049 110.3 620 68.5 1048 118.6 819 SB.B 1048 110.0 810 V d m
Tis 60 in 166.8955 170.0 789 130.0 955 151.3 V47.0440
955 133.7 78B 104.2 9% 121.4 715 920 955 112.8 765 63.4 056 106.4 757 89.5 655 99.8 740 59.0 655 98.7 748 521 055 98.7 746 Z 0-
U
•a1 UIn 128.5 003 134.8 887 107.0 803 114.8 003 101.1 S S 80.3 801 81.2 059 71.4 007 83,8 849 81.2 803 78.8 642 53.5 803 72.2 832 45.9 603 69.0 628 40.1 803 69.7 027 U) U Z
76 In 108.2 721 114.f 629 91.0 721 97.0 721 85.1 605 08.3 721 78,5 595 80.7 721 70,1 588 54.8 721 65.4 579 45.5 721 59.4 580 30.0 721 58.8 561 34.1 721 68.1 583
Q � V
z r
7B In 101.0 881 105.4 888 812 884 69A fiM 70.4 578 63.1 684 70A 587 58.1 664 81A 558 50.6 684 59.9 551 421 881 64.1 541 36.1 884 51.3 530 31.8 881 50.0 511 Z
001n 85.8 514 67.9 456 54.8 514 57.3 514 60.0 440 41.1 514 44.6 433 38.5 514 40.6 427 320 514 37.3 421 27A 514 33.0 412 23.5 514 30.4 405 20.8 514 28.0 40351.2 452 55.1 404 452 452 41.0 462 40.9 390 33.9 462 36.4 384 30.1 452 32.9 378 27.1 452 30.3 373 220 452 20.0 3a5 10.4 452 24.2 360 10.9 452 22.8 355 rn 1<f081n 38.1 357 38.9 322 31.7 357 327 351 28.4 312 ZJ,B 357 25.2 308 21.1 357 22.7 303 19.0 357 20.8 299 15.9 357 18.0 293 13.8 357 16.2 287 11.0 357 15.0 283 WL_ -1111n 35.1 338 35,8 306 28.2 338 30.1 378 28.1 288 21.0 338 23.1 282 10.5 138 20.8 288 17.5 338 10.0 284 14.8 338 18.5 278 125 330 14.8 273 11.0 336 13.8 269
1201n 27.7 288 28.2 263 23.1 289 23.7 259 19.8 289 20.5 256 17,3 289 1&1 252 15.4 280 18.3 240 13.0 289 14.0 210 11.6 208 120 240 9.9 289 11.4 238 8.7 288 10.4 232 U X Q O O
a..- z rn (n
TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA:m�
AnchorCe act Table(lbs) ANCHOR CAP.,,",,,,,,
Sulanla 244Concale 3,5k Cox. HdlowCMU Filled CMU PT Wood Mdtl (DP_)X( )=ANCHOR CAP."„
&16'ElcO i9i
EtElco lbr SS EIcO 910 SIea ln2S1eel 612 Steel MULLION
AnehorCllp Patterns Mtn�iypa atC Elco unrson vd•Euouaracon ueracon 3.16'Etco Unlacm fr4•Elceunrdcon on Agg.Galor Scw(G6)Scrm(G5) Scfex(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge pslarce pn) t• z•trT t• z-v2 atre' 1• 2-vz 1' 2-vzB• 7 0.46' o.64' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
EmOedinent n 1314' 1&4• I-Wr 13'd' Y 1-114' 1•U4• 1.1/d' 1•v4' /4• 2• tare• t3•a vales ACTUAL PRESSURE REQUIREMENT FOR THE
2Anelnrs®4.75'Mln O.C./Slaroffa rrO0se1 Cop(Rg 1j s93 w 090 WB ase w eJo 105 1644las 2701u5 Zen 145 35d IDS 7d01[a10s 946I1a 341 lbs daz las 660 toe OPENING,WHEN IT IS LOWER THAN THE MULLION
d AICnOfa(11.15'MIR O.O/SIan63n1(ar olGel}C9p(Flg IX nm w 7m las Il/p wA NIA WA see I� NIA WAA WA 6a2es 885103 11XIMS
CAPACITY(FROM THE TABLE)OF THESELECTED
4Ancrom®3•MN.O.C./M 2l5Algle CePs/pl 3j 7R71D9 7W Ws 680 ms 15M ms lees los 640w SWw NIA 760I[a Tae Ns Sea los 1892w 682 Ns 885M 1120w MULLION.IT WILL YIELD MINIMUM ANCHOR
3Anclnn®0.45'MIn.O.C.lUC6p,NIo.12Y Alum(Flg-0j NIA WA NIA WA NIA NIA WA NIA WA NIA WA WA H/A WA 1073 We CAPACITY WHICH MAY BE USED TO QUALIFY
1Arcror/FCap(RgSj 195106 105106 225w 446103 ezzm 11sms 14olos ml5s 37o1a 187 ms 3ffi1t8 ma as now z21a3 2aoits ADDITIONAL ANCHOR OPTIONS FROM THE
2Ancnom®1.19'MIR O.CI FCep 9 6j X40 Ns 350106 NIA WA N/A IUA 180 Ns NIA WA N/A WA WA 341 ms 4421st 560 w ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT'RBVISBD
as complying wLlh Lho Flotilla
1-1.000'-4 Building Code
FIGURE 1: FIGURE 2: TABLE NOTES: E I haat oD
trci Dal.(�•�2)$fO0
? 21
O 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By
® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. MI Dada Product
1111111111//
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3.125' ��� •••1• .,
FIGURE 3: 0�
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. �� \,10EtJSF '•.'P
® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. - Q'
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ••�' Nu.50705
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .500' _ Q
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED •"0 y'S E7.•:-/L
FIGURE 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" V X 3.125•X.5'MULLION 'A�•'•, S1AfL FFF \ )
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AND.045'THICK(18GAUGE).STRUCTURAL STEEL TO BEAT ••,rLOR10F:••'
(1-VF MULLION) �� \G
I(I I ISI � LEAST.12b'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND %l s ••• \• �
�I I THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S,OR 410 S.S.
f� A.LYWOLLER,P.E.
FL P.E.#58705
TABLE 6A m "
Muillon Ce achy Toble(Ibs7ftz) �
Opon)ng Width(forssNcilay-spamitg mW ons)orOpan{ng Halght(forhotlzontaly-sparnlrg mWions) C"�
50 in W In 70102 W N 901n too In 120 in 140 in 160 in x p
Rectangekr Trap/Mang. Ractanialar Traprrdag. I7ectanWW TmplIharg. RaolanJidar Tmpiidangp Reclangatar iieprTdanp. Reclmoiar Trop'rdang. Rectangalor TrepTdanp. Reciangdar Traptidang. Reatanygriar Trsprtdang. a
1%4X.126 L-"-g Loadnp Loading Lcodng Loulno Loading Loading Loading I.O.&p Loadnp Loading Loadag Loedrg Laedn9 Loadne Loading Loading Loading 4Y v
AIum.7ube a� 1'i
Mullion a yy T�1 � T1y�y � � � yyR �pp 64
b. b €y b fr 5 fr b S h. fr b,5 fr� 5 b. fr b fr .5 fr S .1 g ,G fr ay b `gyp I--
z Nr� I�I--
111, 170.0 824 110.0 436 170.0 744 1170.0 478 170.0 888 170,0 W0 t7pA 002 170.0 519 1704 1118 170.0 521 170.0 1240 170.0 521 170.0 t488 170,0 521 145.8 1489 170.0 621 127.8 1459 170.0 621 O W
48 In 170.0 708 1704 524 170.0 030 170,0 581 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 877 156.3 1303 170.0 680 130.3 1303 170.0 BW 111.7 1303 170.0 660 07.7 1303 170.0 680
J LU
60.026 In 170.0 747 USA 683 170.0 886 170.0 631 170.0 1046 170.0 664 170.0 1195 1704 723 ISM 1235 17MO 747 140.6 1235 170.0 758 117.5 1235 170,0 766 100.4 1235 1704 758 87.8 1235 17.00 756 W Q o �
641. 170.0 797 170.0 612 170.0 058 170,0 091 170.0 1118 170.0 754 151.4 1160 170.0 803 137.2 1168 170.0 837 123.5 1158 170.0 856 1029 1168 170.0 661 86.2 1158 170.0 861 77.2 1103 170.0 881 0] C) 0
BON 170.0 085 170.0 701 168.7 1012 170.0 707 142.9 1012 1614 612 125.1 1012 1487 815 111.2 1042 1]6.0 801 100.0 1042 130.2 791 03.4 1042 125.1 762 71.5 1042 125.1 782 62.5 1042 125.1 782
J
to 170.0 930 170.0 NS 151,2 892 183.8 818 120b 082 144.0 700 113,4 992 131.0 702 160,8 8172 121.4 708 Bp.7 842 lU.B 750 75.8 092 108.4 748 64,8 992 108.0 744 50.7 802 1004 744
6610 165.4 947 170.0 760 137.8 847 140.0 706 115.1 047 130.3768 103.4 047 117.7 752 01.0 047 100.7 736 02.7 947 102,2 727 66.9 947 85.1 713 59.1 947 94.0 711 61.7 847 84.0 711 Z in m
72 In 135.8 B49 1427 737 1132 849 121.6 722 97.0 040 106.0 700 81.9 B4B 98.4 606 766 049 05.7 688 67.8 640 527 675 50.8 649 76,3 659 48,6 649 72.5 652 426 840 724 651 � 0-� Z
76 In 115.5 762 120,7 685 W3 762 102.6 852 SM 762 00.0 640 72.2 762 03,9 620 642 762 742 620 67.8 762 662 613 40,1 762 62.6 032 41.3 762 59.9 697 36.1 782 69.4 685 ,� 40
a
rain 100.9 724 1t1A 634 89.0 724 94.6 621 76.3 724 02.9 039 66.6 724 744 698 594 M4 80.1 691 63.4 724 63.4 583 44.6 724 67.3 573 382 724 64.3 667 33.4 724 63.5 565
~ Q O
001n 89.6 543 71.8 483 50.0 543 667 474 40.7 1543 52.0 488 43.5 643 47.1 403 38.6 643 42.8 452 34.8 643 39.5 440 20.0 50 34.0 436 24.8 643 321 430 21.7 543 30.7 425 Q 2
8010 57.3 478 484 427 47.6 478 49.7 418 40.9 470 432 412 36.0 478 ]65 406 31.8 478 34.6 400 28,7 476 3Z0 395 23.9 478 20.1 386 20.5 478 25.6 ]SO t7.9 478 24,2 376 N
1001n 40.3 377 41.1 341 US 377 34.6 355 28.8 377 30.0 330 25.2 377 28,6 325 22A 371 24.0 321 20.1 377 220 317 166 377 18.0 310 144 377 17.1 3D4 r o S
111 N 37.1 357 37.6 323 30.9 357 31.8 318 28.5 357 27.6 313 23.2 357 24.4 309 204 367 22,0 305 18.5 357 20.1 301 15.4 357 17.4 294 LU x
120102 29.] 300 28.8 279 24.5 308 28.1 274 2f-0 308 21.7 276 {S.3 300 192 281 163 308 17.3 263 a
144 In 1Z0 212 172 108
Z
TABLE 6B Anchor CaDacity Table lbal ANCHOR CAPACITY ADJUSTMENT FORMULA: gr mU)
so(nimte 2.7It concrete ANCHOR CAP.,, ,,,,
3.3x Cora RWow CMU Fded CMU Pi Wood Metai (DA,}X11 )-ANCHOR CAP...
S'I6•Eko 114'SS Elta 5110'Elco 114'88 Elco 910 Sleel 812 Steel kt2 Sled MULLION CAP.,,„,,,,,,
Anchor Clip Patterns MchaTYp% 3r46'Etco Ut85aon it4'EIw Uluacm t88xan 3?i8'Ek:o Uivacon it4'Etao UBtacm AggreGatar Maim Aggr.Gtor See: (05)Sow
o w{t35) Sarew((35) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge Dislanca{my 1• 20.2• r 2.102' 3.118• 1. ave I, I 2-1rr r 3.118• r 046' 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING 70 AN
Embedcnmtt5r): 1.314` 1.314' 1.314 1.3/4- r 1-i/S 1414' L-174 I t-lie 1-Ife 1414• 2' lata• lata• lades ACTUAL PRESSURE REQUIREMENT FOR THE
2 Aubom@4.75-Wt.O.C.I SIvMNd or 01581 CBp(Fg.182): 390143 390 Ms 403 It* 690103 1644lbs 210103 203 IDs 354 lbs 1 740 Ws 374 lbs 664 lb. 948 ft 341W 4421bs 5WIbs OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anetars 0 2.25•Mar:0.0.181andwd(orCraet)Clip{Ftp.37. 700lbs 706 IN 5651b. 14101ba 952IW WA 560 The WA 63015. WA 680 its WA 6820s 685 Ms 1120 ms CAPACITY(FROM THE TABLE)OF THE SELECTED
6 Amam@1.15'Min.0.41 Stand-d(0(08uq COP(Fig.4k 9WIbs 1400lbs WA WA WA NIA 703 Iba WA WA wA N/A WA 1383 lb. 1770lbs 224010. MULLION.IT WILL YIELD A MINIMUM ANCHOR
d AOctors�3•Mtn O.G tt2)2x5AspM Cops!{Ftp.S}: 786W 700@1 6800. 156010. 1896 RX; 54015. 58015. N7A 7601W 748 the aha lbs 169215. 682 11>3 085 ibs 112010. CAPACITY WHICH MAY BE USED TO QUALIFY
a Anchae®3'Min.O.C.I(2)245 Anglo Mips/ft.6r 11JOIbs 117010. 1020Ibs 734015. 2644 Ws 810 IDs BIO Iba Wq 1f40Ibs 112215. 1320103 2838100. 102210. 132715. 1603 IDs ADDITIONAL ANCHOR OPTIONS FROM THE
4 Aneiwm@6A5'Mln O-C.ttFglp,ln(o.t25•Atum.{Fig.7}: WA WA WA WA WA WA -NIA WA WA wA NtA WA WA N7A 143010. ANCHOR CAPACITY TABLE.
2 Ancnom @ 225•Mln.O.CJ F47ip(Flp.BY• 350154 303 Ib9 29015. 70515. 476 ms WA 280 Lbs WA 315100. U 440 IW WA 341 R31 442 IM 5601bs PRODUCTREVISED
4Ambm@l.lr In.04JF-CUp(F4.9}: 480 its 1 ?00 lbs I WA WA WA WA 3&3103 WA I MA I WA I NIA WA 58215. 88515. 112006 os aotnplyltl8 with WO Florfd•
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP,
-j 1.000° Acmp nw;z1(p-6218.0
Expirati�Male2eZ1
TABLE NOTES: yFIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 6: FIGURE 9: 1)SEESHEET1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEEMiami /
• • • • • • • • • • • • SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
�Qy\,,:.....,11C(���i.
• • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHSAND(OROPENING WIDTHS 1SALLOWABLE. h� ,��.•'�,\GENSF '•,'P
3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000" '; No 50705 •'7`C =^-
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW _ •=
FIGURE 6: FIGURE& FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. � f _.
• • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED STATET,F
• • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW '��Tr'•.,
SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BEA MINIMUM OF,125"THICK.STEEL i t n STUDS TO E A \
STRUCTURAL STEEL TO BEAT LEAST.1215
ANGLE CUP(FIGURES 60)MUST BE USED IN PAIRS. AND A36. LL A CIHORS�INTO METALEHALL EXTEND A7 LEAST 3ADE 33AND. 6-THICK(18 ) MATERIAL'
L..SCREW THREADS BEYOND THE MATERIA "#0&x �
#12 ANCHORS INTO WOOD MAY BE STEEL,18.6 S.S.OR 410 S.S. 1'X 4-X d26' A.LYNN ALLER,P.E.
MULUON FL P.E.#58705
TABLE 7A kkk++
-
Mullion Capacity Table IbsRt2
Opening Width(for ver6callpsparwiV mUlions)or0poningHe)ght(for horizonta4-spannngmulilon9) fff�222SON Q
50 to 801. 70 in 001. 901n 100 in 1201. f 4D in 160 in {$}#O
ftacfargc4er Trap7Tdeng. Rectangder TiprTdsn9. R.Imliott UapRdanp. Ractal9dar TraptTdaoff. Root-QUI Treptrdang. Rod..Was T apR g V prr nB, W p'T ang, da U
1 X 4 X.376 egT an9- Rccls.g a Tr den, 408110. ar Tm da Rector ler Ira d 9 d
Alum.Tube Loedng Loading Loading Lending Loodng Loedn9 Lepdn9 LoednO Loading Loedllg Loadne Lcadn0 Loading Loading Loading Loading Loading Loading& Eli"T _ _ _ z z r r r r s z z r z r z
6 z ;;• z z r z r g r r z
Mullion g.., ., ,. ag., >d ag.. 'gq. �ffi g 7s.. a$, .. 3 •s.. #gbs a .. m $..
MU)
N
a � � y
421n 170.0 620 170,0 435 170.0 71. 170.0 470 170.0 068 170.0 600 170,0 992 170,0 610 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 Hee 170,0 521 170.0 1735 00.0 621 170.0 1983 170,11+121 L F
481n 170.0 708 170.0 624 170.0 850 170.0 554 170.0 092 170.0 630 170,0 1133 170.0 661 170.0 1276 110.0 877 170.0 14tT 170.0 6&0 170.0 1700 170.0 -080 1704 S9B3 1740 880 161.8 202d 170. 680 W
50425 In 170.0 747 170.0 563 1170.0 886 110.0 831 1170.0 1046 510.0884 770.0 5146 170.0 723 17(t.4 1343 1704 747 170.0 1484 110.0 760 1704 1793 570.0 756 158.0 1818 170.0 736 f35,6 1959 170.0 768 1x m U)
'3 a
541. 170.0 797 170.0 812 170.0 456 170.0 891 1 170.0 1116 170.0 764 170,0 1275 170.0 803 170.0 1431 00.0 037 170.0 1594 1704 860 169.9 1788 170.0 681 137.1 1790 170.0 861 120.0 1709 170.0 881 m O
601. 170.0 685 170.0 701 170,0 1067 170.0 797 1170.0 1240 170.0 87B 170.0 1417 170.0 944 170.0 1694 170.0 696 155.5 1619 170.0 1033 129.6 1619 1170.0 1083 111.0 1619 1170.0 1063 97.2 1619 170,0 SWS FCO
83 to 174,0 970 170.0 745 170.0 1716 1704850 170.0 1302 170.0 940 170.0 1468 170,0 1015 168.7 1642 170.0 1076 141.0 1642 170.0 1122 117.5 1642 106.5 1168 100.7 1642 167.0 1187 88.1 1642 t87.9 1157 ,5 -/
681n 170,tl 74 170,0 769 170.0 1169 170.0 903 170.0 1384 170.0 1002 160,6 1472 170,0 1086 142.8 1472 168.5 1148 126.6 1472 158.6 1130 107.1 1472 147.5 1106 91.8 1472 146.0 1101 602 1472 146.0 1104 Z fp i �• cG
7213 170.0 1063 170.0 878 170.0 1273 170.0 1009 130.8 1320 78&2 110f 1320 1320 149.9 1082 117.3 1320 137.8 1066 105.6 1320 12&6 1048 BM 1320 liLtl 1024 76.4 1320 112.6 1013 884 1320 112.5 1412 2 Le
761. 170.0 1122 770.0 077 149.8 1184 169.4 1013 1283 1184 119.9 894 1122 1164 125.7 978 94.7 1184 116.3 984 69.8 1184 107.8 952 74.8 11114 97.8 835 64.1 1184 93.1 927 56,1 1184 023 925
n .=.1 vZ
I- Q _1 7
Win168.1 1124 170,0 987 1384 112{ 147.0 065 110.6 1124 120.0 047 103.8 1124 116.8 031 82.3 1124 105.6 910 03.0 1121 B&5 008 09,2 1121 11$.0 880 68.3 1124 944 801 31.9 1124 83.2 078 in r
0014 10&.1 644 11t,6 760 90.1 844 04.3 736 77.2 044 82.1 724 67.6 844 73,3
712 60.1 844 68.5 762 54,4 841 81.4 883 45.0 844 643 878 30.6 044 SOA 568 33.0 844 N.T 682 - Z � < N 6
88In 80.1 742 91.5 683 74.2 742 77.2 652 03.8 742 673 641 55.7 742 59,0 631 49.6 742 64.1 022 44.6 742 49.8 Oil 37.1 742 43.8 600 31.8 712 39.0 600 27.8 742 37.6 684 )a-. $Z W•O
{n QO r
1061n 628 586 83.9 530 62.1 588 53.0 621 44.7 680 46.6 613 39.1 680 {1.4 505 34,8 606 37.3 400 31.3 586 34.2 492 26.1 686 29.6 481 22.3 Sell 28.6 472 18,5 586 24.7 488 N M o
Ill In 57.8 S5S 68,$ 563 48.4 d55 48.6 495 #t.2 5 429 487 36.4 655 30.0 480 32.0 553 1{.2 473 2&.e 555 31.3 467 24.0 555 27.1 457 20.8 $55 24.3 448 18.0 655 22.4 442 )(
1201n 4&8 473 {0,4 A3 70.0 476 39.0 428 326 475 77.7 420 28.3 473 29.0 414 25.3 475 26.9 409 221 475 24.5 404 19,0 476 21,1 395 10.3 475 18.7 787 14.3 475 17.2 301 F.. K } W
iN1. 26.4 330 26,7 305 22.0 330 22.1 301 18.8 330 19.3 287 16.6 330 17.0 293 7•
a•r z
TABLE 78 �
Anchor Ce actTableabs)
ANCHOR CAPACITY ADJUSTMENT FORMULA:
- f
91,
30shate: 27k Canerota 3.Si Cetw. Not-CMU Fined CAU PTWood Moist (DP,)X/ANCHOR CAP. 1_ANCHOR CAP.., �+ a�A
5718'EloO 1/4•SS Elco 5ri6'Elco 1/4'0S Eko 070 Slee! 012 Steel 012 Sled \MULLION CAP.,,,,,,,,„
AuchorCllpPattem9 ArwhMType: 3I10EkoUllmcon -.1eoUlhacm t49xon 3/10•EkoUlVocon 1N'EkODUracan A99reGatu, UNMOM ANaGetar So-(05)Sarew(041) So"(G5) USE THIS FORMULA TO OBTAIN THE*ANCHOR
Edged.tanee(1.): 1• 2.11' I I• 2-11• 3.118" 1' 2-I/r r 2.11• 2• 1 3418• 2• 0.49• 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
Embedmont Iisy 1414` ta'4• I 1.710• S-3to• 'r 1.1/4• 1414• 1-1/4• 1-1/4• 1.1/4• 1.1/4' r fate' tare• vanes ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anehars Q4,75'Mln.O.C,/Standard W Met COp(Fig.1&2k 390165 39016. 450 ibs SDO lb, 184412 27012 280160 354163 74016. 37416. 664 lbs 940 Ws 3111da 4421bs 560160 OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchom Q 22V MI-O,C./Sta.dont WOAsOq CBp(Fig.3}: 700 ft70D too 564 ors 7410lba 952 ors WA 560lbsWA 83001. WA 880!2 WAW is$ 85512 1124 ms CAPACITY(FROM THE TABLE)OF THE SELECTED
8 Anchors M 1.15•MY7.O.C.I knWerd(01 Offset)Clip(R4.4): 060 lost 1400lbs WA WA WA WA 760 l2 WA WA WA WA WA 1363 lbs 1770!2 2240 Ib. MULLION.iT WILL YIELD A MINIMUM ANCHOR
4 Anehors tg 3'Mia O.G./(2}205 Mpm CLps!(F135); 78016. 78012 88010. 1580lb. 1896 Ma 540!2 560 to* WA 700 too 74812 88012 1892 lbs 682143 885 to. !120 its CAPACITY WHICH MAY BE USED TO QUALIFY
6 AmIns"Q 3•MIM O.C.1(2)2x8 An01e Clips I ft.6): WOW 117012 toxo les Z110I2 2844 kra $1012 84012 WA 114012 112212 132016. 2878 i6a 102212 1327 to$ 1660 ft ADDITIONAL ANCHOR OPTIONS FROM THE
4AncMm�0.45"Mur.O,C.rUL1ip,Inlo.f25•Alum.(Fq.7): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 143012 ANCHOR CAPACITY TABLE.
2 Anthars 2.25•Min.O.CJ F13ip(FIg.8): 750 lbs 3581602WA 705103 476Ibs NTA 28012 WA 315W WA 44016. WA 38112 44210. 560 lb. PRODUCTREVISED
4 An.hq.®1,115 Mtn.O.Cl F4'21p flit.By. 48012 70012 WA WA WA WA 38012 WA WA WA WA I WA I 682 Ina 88512 112012 �rmplply'I�nfi with the Flbdda
B
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --.j 1.062• f-- --j 1.000" f-- Building
de
B pinal' Dam
TABLE NOTES: By
FIGURE i• FIGURE 2: FIGURE 3: FIGURE 4: FIGURES• FIGURES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Miam'Dodo-Froduct
• • • • • • • • • •' • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 11111 t l)
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `���in 1�.'-Y�.N,A1111
."` i��
• t • C ,.•'410_ aC''•.P
• • • • • • •
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE V-:
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. No.50705
FIGURE 5: FIGURE 6: FIGURE 7: r'
• • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND j�,•'��,xs
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE '-�," G6PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 0 •'`7
6063-T5 AND BEA MINIMUM OFA 25"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045
.3-7�•5' 375" ����G•'•r: .. � • 11
ANGLE CLIP(FIGURES 5&8)MUST BE USED IN PAIRS, TIO MCK ETAL GAUGE).
L EXTEND ATLEAST 3 SCREW THREADS L TO BEAT IBEYOND THE M25'THICK AND ATERIAL.#10&#ALL 412 1'X 4•X,375' I 1'X V X.375 Ss���y(•��',�'v�i�
ANCHORS INTO WOOD MAY BE STEEL,18.6 S.S.OR 410 S.S. 'T'-MULLION MULLION A. MILLE'F�,P.E.
FL P,E.#58705
TABLE 8A
w R
Mullion Capacity TabtaIbsJitz
Opening Witlth(for YOtUtely-sparringmullions)orOpening Height(for horizortlaly-spar119ngw3ons) g k
W in BD In 70 to W in 901n 100 in 120 In t40 to 160 In
Roolanguter Tfspini-ng. Reetangular Traprmang. Rastenodar 7rap?dano. Rectatpulor Ira RRA a�7 O
1.26"81. oadng liaoaing TLoadinng. Rectangular TrLoading Raoadig Naoacing. fteoangiec Treoading. Ractangdar TtLoadinng. G
K
III
a g
oaring Loading Loafing Lowing Loadln0 Lo ding Loafing Loafing Loafing Lowing Loafing Loading Loafing Loafing Loafing Loading Loafing Loafing SY U
3.188"x
'131
'5 It
288"Alum 9 9 _ _ r_ 5, Tw
r
Tube Mull 5 a6.. r &-a a L(1 a,. a LL
l i
a a
1 f
iT 1 41 U)
6 b. u .1 fi b. fiL b6 fi $ .E 1 � � b � b. ��!U A b.6 �jyY BK � �N�� W
42 In 170.0 620 170.0 435 170.0 741 170.0 178 170.0 668 170.0 508 170.0 992 170.0 519 170.0 018 170.0 521 170.0 124D 170.0 521 170.0 1468 170.0 621 170.0 1735 170.0 521 761.6 1769 170,0 521 W
4844 170.0 708 170.0 524 170.0 BW 1700 684 1700 692 170.0 630 170,0 1133 170.0 W1 170.0 1275 1700 677 170.0 1417 170.0 880 161,6 1646 170,0 WD 132.7 1818 170.0 680 118.1 1618 170.0 880
Wb251n 170.0 747 170.6 563 1700 888 1700 83f 7700 1048 1700 684 170.0 1195 170.0 723 170.0 1345 170.0 747 167.0 14W 170.0 758 130.2 1468 170.0 758 118.3 1468 170.0 766 104.4 5468 170.0 746 p" N
�D n
611n 170.0 7B7 170.0 612 170.0 856 170.0 691 770,0 1116 170.0 764 170.0 1275 170.0 803 163.1 1376 170.0 837 146.8 1176 170.0 058 122.3 1376 170.0 061 1D4.8 1376 170.0 Bet 91.7 1376 170.0 861 m p
Win 170,0 885 170,0 701 170,0 1083 170.9 787 158.9 1738 170.0 878 139,0 1168 787.4 830 123,8 1150 168,8 819 111.2 1758 160.0 612 92T 1158 144.8 905 76.4 1158 144.8 005 69.5 1558 144.8 905 L) tD J
631n 1700 830 170.0 745 180.1 7051 170.0 850 5371 1051 155.9 082 720.5 1051 1420 848 106.7 1051 1323 837 96,1 7851 125.7 830 80.1 1051 119.5 022 68.6 1051 179A 821 60.0 1051 149.1 821 d J
721Be 167.7 957 170.0 780 138.3 957 181.8 005 119.4 857 134.0 700 104.4 957 121.6 777 92.6 057 112.8 767 83.6 957 106.6 759 We 057 1000 7W 59.7 657 880 748 622 957 98,g 746 Z J� �• 2
a 72In 726.7 804 1351 808 107.3 8D4 1782 684 91.0 804 105.3 871 88.4 W{ 81.4 680 77.3 881 84.1 650 664 804 78.8 643 63.6 804 72.3 W3 46.0 804 68.9 (in 40.2 604 69.6 628
78 to 108.4 722 114.4 630 97.2 722 97.2 818 781 722 85.3 606 604 722 76.7 596 60.8 722 70.3 588 64.7 722 65.6 580 45.6 722 59.5 670 39.1 722 56,7 665 34.2 722 682 584 j 2 g Z
a
761n 101.2 685 105,6 Epp 840 885 88.8 608 723 885 TBS 677 63,3 605 70.6 W6 68,2 685 64,6 660 60.6 683 W.1 553 42.2 665 64.3 643 36.2 685 51.4 537 31.8 605 50.7 636 t0
Wto 83.9 513 68.0 457 64.8 575 67.5 448 47.1 515 50.1 441 41.2 513 44.1 434 36.6 $15 40.8 428 33.0 $15 37.4 422 27,5 515 33.1 413 23.5 513 303 497 20.6 576 29.1 404 Z~ X Z N O;
901n 64.3 453 66,8 404 45.3 467 47,1 397 38.8 453 41.0 381 33.0 453 36.4 305 30.2 453 33.0 379 27.2 457 30.4 374 22.6 4W 20.8 368 19A 453 24.3 -D 17.0 463 22tl 356 � �y1m SQ
1081n 30,1 358 J8.0 J23 31.8 366 92.0 318 27,2 356 28.4 J13 23,0 350 25.2 306 21,2 358 22.7 304 20.1 356 20.6 300 16.9 358 18.0 293
M
ftf M 36.1 338 35.8 306 28.3 338 307 301 25.7 338 28.1 297 22.0 338 21.2 283 79.5 338 20.8 289 77.8 338 29.1 286 4#Tl X
1201n 27.0 29p 203 204 23.2 290 23.8 2W 19.6 290 20.6 258 17.4 29D 183 Of
253 150 290 18,4 249 Lf3
1141n 76.7 201 16.3 186 (,} N Q 4 Ca
TABLE 8Ba.
�.•Z m0
ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anchor Ce acl Tabia 0bzj
ANCHOR CAP.,,„,,,,s, $ � -r
so trate 2.7k Cornea a5kcox He9ar CMU F8Ia0CMU PT WOW )Add (DP,)X t }=ANCHOR CAP,,,"
916'Elto 1/4'SSEkD5/16"Eico 114'SSEIco N1DSlda n12S1681 g12Slbel MULLION CAP.,,,,,,„,
AnchorClip Patterns Ansha Type 31iS•Elw UBraean I-.--oueracm U.... 3+16•Etco Laitacm it4•EkoUMracm Agg.", U.'on AMMGda Screw tCCri)s12slot scra.tt35y USE THIS FORMULA TO 0070tH THE-ANCHOR
Edge pstaae 6n) r 2-v2' 1' 2.117 ave' INIAM
1" z-v2 z 3-ve' 2' 0.46' 0.64" 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN
Etnimdnanf n 1314• 1-3'4• lora' 23rc 2• 4' 1-11a' 1-trr 1-ltd' 1•v4• 2 t-W 13'8• rases ACTUAL PRESSURE REQUIREMENT FOR THE
2 A8cnor$
4.75'Rn.O.C./Slat rGd6 OrODSDt cop(Flg.1X 900 Ms 30D ID6 450 W5 090 Bu 1644186 200116 364IDs 7401Da 374IDs 6641ba 046 IDS 311105 442 IDs 5WDc OPENING,WHEN IT IS LOWER THAN THE MULLION
a Arcnff6 811.75 MBt O.C.I Stmmid Ior aW)Cep(Etg,27 480IDS 744 Ne NIA WA WA 9s NIA WA NIA WA WA 65221- mics 11200S CAPACITY(FROM THE TABLE)OF THE SELECTED
4ArchDrs(�9'MN.O.C.f(2)215 Arab GUps/1Fl03X 780Ibs 780 IDS 680IDs 75W IDs 7WEIba lac NIA 76044 7481Ds 8W les 1802 ms fiB21Da 665106 1201t0 MULLION.IT WILL YIELDA MINIMUM ANCHOR
4Anerof3�0.45•MIn.O.C.fU4:14r.Wo.f29'Akun.(Fg4k WA WA HfA WA WA HIA WA IRA WA WA NIA WA 1430 Me CAPACITY WHICH MAY BE USED TO QUALIFY
1 Ancror/FCllp 0'10 SX 105 Wz iti6lDs 2251Ds446 ftm822 Wa1t. 1T7 IDs 3701Gs 197IDa 33210s 473IDS VOIDS 221 to 2W Iba ADDITIONAL ANCHOR OPTIONS FROM THE
2Anctkns@ 7.19'Min.O.CJF-C (Hg.6X 24D IDS &%Os NIA WA NtA R6 NtA WA H1A IVR WA 3St7Dv 442IDs 5W ID5 ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. pROi}UCT RfiVSSED
re complying with OED pltarida
FIGURE I: FIGURE2Building C'ado 16�blt�.�
TABLE NOTES: 1^1.250°-^I Acoeplance Na
Bx ir8tim Datc ,F�ZI
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION Dy K'�.:°�
ON CORDING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Miami a trodODt<'cn4s7 t
ill 1X11/ VV
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��� 144 LYNa1' �
FIGURE3: .,rpt ..........f(e if
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.168` �'� y10EN$` '•F•p
CLIP MUST
SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS F •-;r
. tY • SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No."8705
BE USED .285" :',. .:
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
GROUT•FlLLED CONCRETE BLOCK UNIT[CMU)SHALL CONFORM TO ASTM GSD.WOOD SHALL --D.'•GA N^'
FIGURE 4: FIGURE 6: FIGURE 6: 1 A (.p :-tij:
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE T �t�)', S,-1 L O' ;'y!/:
6063-T5 AND BE A MINIMUM OF.125"THICK.STEEL STUDS 70 8E A MINIMUM GRADE 33 AND CK AND A36.ALL 7,25"X 3.180'X.205"MULLION � .Rt r RIDP.''
4
ANCHORS INTO METAL SHALL EXTEND ATELEAST 3 SCREW THREADS BEL TO BEAT LEAST.125- EYOND THE MATERIAL. 11-114'VF MULLION) �i�t`-�'!)NA �i'`\
#10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. A.LY�1N Yrtl It- P.E.
FL P.E,#58705
TABLE 9A 146
Mullion Ca achy T8blo lbstte) tT 3
Opening Width(for verucely-sparing muorl8)or Opaning Height(for horizonteey4pefning mUllons)
500 601. 70 in &t 1. BOh 1001. 1201. 1401. 160h Q
[{ O
Reafanpetar Twprrrlan4 Ractanpahr TrwTrtenp, Ractmgrw TmplTMrp, Raclan0414r Twp7rAn�q. R.ewww Tmp7nanp. RaoI.W1er Twrrd a. Raeiergi44r 7m prT & r.0 Traprrl ni; Q p
1.25X326 ordhgp. Ratanpugr Tm ina RLc
X.100 LoadOq Laa3np tamp ic.dinp Loodinp Laaai+q Loafing toao9g Loadrg Lsa6rrp Load'wp Loadotip LoaCrg t0ediip laadwp toaSuq LwdhrB tcaQnp 4
Atm,
_ _ Bt9. 3�&6. •Ytg4 A.^ k1 segs,^
Mullion � � O.� P hill U a � 0� ` C4 ti
�l rEyp �aLj �qEp` � .+}p�$J
� � E. 6 6. �
42h t70.0 620 170.0 435 1170.01 744'1 170.0 478 170.0 888 1 170,01 ISM 170.0 092 1 170,01 610 1 170.0 1118 170.0 1 521 1153.3 1f18 170.01 521 127.7 Ilia 170.0 671 10146 1118 170.0 521 Z
05.8 1118 170.0 521 z H
481. IMO 708 170.0 524 170.0 1 850 170.0 684 107.8 974 1 170.0 830 16&7 978 1 170,01 661 130.4 878 110.01 677 1111.3 478[66.7489
137.8 078 170.0 680 83.8 878 170.0 $80 73.3 8T8 570.0 880 J
50.6251. 170.0 747 170.0 563. 170.0 686 170.0 631 150.7 927 170,0 084 131.8 027 108.5 7011 117.2 927 158.1 699 105.6 927 87.8 027 160.3 685 78A 027 166.7 005 115.8 027 158.3 885 x
bd h 170.0 787 170.0 812 154.5 860 170.0 69) 132.6 869 163.8 663 116.8 888 141.8 669 103.0 889 134.8 660 92.7 869 77.3 869 128.8 652 68.2 889 128,8 652 51.8 880 128.8 652 i,u O o a
601. 143.2 748 163.8 834 119.4 748 132.3 820 102,3 748 117,8 008 885 148 107.0 699 70.8 746 101.0 692 71.6 746 69.7 740 83.3 683-FS1.2 749 93.3 bet 44.8 748 67.3 583 m M
63 In 173.7 077 132.0 678 107.1 677 113.2 568 86.4 877 IOOA 455 71.3 877 91.4 518 86.7 877 05.2 639 81.9 877 61.6 877 77,0 520 44.2 077 76.7 629 38.7 677 70.7 620 F-.
661. 107A 617 114.1 630 80.7 Biz 9T.fi big 78.9 BtI 88.3 604 67,3 617 78.3 600 69.6 617 12.6 494 63.8 81} 44.8 817 64.4 483 38.4 617 03.7 482 33.8 8i7 83.7 182 Ill
qG 72h 82.9 $18 87.1 460 88.1 618 74.2 440 50.2 610 85.2 432 61.8 619 68.8 425 40.1 $18 64.2 412 41.4 518 34.5 616 46A 408 29.8 510 45.0 -005 25.0 S18 45.0 105 Z fni
6 78 N F0.5 485 717 i0B 58.7 185 82.8 398 50.3 485 64.9 JBa 4;.1 186 19.; 384 38.2 485 45.3 378 35.? 485 422 374 2B.d 465 38.3 387 25,2 -055 3&5 304 22.0 485 382 363 W
1 7801 65.2 1 441 1 8&0 3@7 14.3 441 67,7 378 48.8 441 50.6 372 40.e 441 ASA 308 362 441 41.6 380 320 441 38.1 3S@ 27.2 441 34.9340
23.3 441 33.1 346 20.4 441 327 345 � z
Ooh 42A 332 43.8 205 35.4 332 37.0 289 30.3 332 72.3 2&t 26.6 332 28.8 280 23.6 332 28,1 276 21.2 732 24.1 212 17.7 332 ?1.3 208 15.2 33x 18.8 262 1J.J 372 18.7 260 � � Q O x- d'
f- O 'r^ z
901. 35.0 291 35.4 260 291 281 70.3 268 ?40 241 26,; 252 21.8 281 23.6 248 1&4 28i 21.3 2U /F.S ?81 19.5 2U 14.8 281 /7.t 238 12.5 281 f5.e 232 Z r ''F. N O
108 in 24.6 230 26.1 200 205 230 21.1 205 17,6 230 18.3 201 16A 230 16.2 i0B C+
1111. 22.8 2i8 23.1 107 S88 218 18.4 79i 16.2 218 1&8 191 14.1 218 14.9 168 {� N � O�a
1201. 17.9 107 1&2 170 id,@ 187 71.3 feF U)
M
UJ
X Y
ry
TABLE 98 m
Anehor Cgpaclty Tabl9lba ANCHOR CAPACITY ADJUSTMENT FORMULA,. g a6
sLO.iraW. 2.7k C lot, 3.51 Cmc. NOamv CMU Falee CMU PT Wood Metal CDP_)X(ANCHOR CAP.,_,_)_ANCHOR CAP.,,, - `i
SI18•Elw 114"8S Elca 1116'Elso 1/4'88 Eb. 010 81x6 U12 810.1 #125teel \MULLION CAP.,,,,,,,,
Naar Type: 3718'Elw Ullracon 114'FJco Ul6eem 3118'E!w Ultracon IXEI.UIlSocon USE THIS FORMULA TO OBTAIN THE'ANCHOR
AnehorCllpPattems tttt9xm A9praGetar t0bacw AgOreOatpt 3a7en(G5)Soro9V(G5) Sem1r{G5)
Edp Distance Ony 1. 2-112• 1 r 2-u2• 3118' 1' 2-112• 1' 2.1/Z r 3.1e• x 0.48` 0.54• a.3x;• CAPACITY REQUIRED'CORRESPONDING TO AN
Embedmem(fny 1.314' 1.34' 1 1.314- 1-3w r 1.1/4' I-1w 1-114• 1.1/4' 1.114' 1-1/4' r I37a' Sesta' tangs ACTUAL PRESSURE REQUIREMENT FOR THE
2Anclaa 4.75'Mw.O.C./Standard trl7Sse1g491Fb•11: 3001. 390@9 4501. 890ws 1844103 210 its 28Dlb3 354109 74016. 3741. 664 lbs 940 lbs 341 fru 4421. 560 w. OPENING,WHEN IT IS LOW ER THAN THE MULLION I'
4Anahmc 01.15'Min.ac,f sta..(or Oftel)am IN.z}: 480 roes 703 w. WA WA Wq WA Sao ws Wa NrA NrA WA NIA 8821. 8851. 1120 ws CAPACITY(FROM THE TABLE)OF THE SELECTED
d Anchors X13'Min.O.C.I(2)gni Angio Clips/(Fig.37 780 bs 7801. 8901. 1660 ws 18881. Soo lbs 5W Ile WA 76011. 7461. BOOM 1892 W 602 bs 895lbs 1120 wa MULLION.IT WILL YIELD A MINIMUM ANCHOR
3 Amlwrs OS4`MSn.C.C.f ti4'%¢,hw.t09'Nwl{FIp.4} WA WA WA WA NIA WA WA WA NIA WA WA WA WA WA 950 ws CAPACITY WHICH MAY BE USED TO QUALIFY
1 Anchorl RCap(F'Ig.b); Mae 105 IN 2261. 44516. 8221. 1 135 ws 14011. 1 17710. 370Ibs 1671. .321. 473113 17o t. 2211. 280 r. ADDITIONAL ANCHOR OPTIONS FROM THE
2A.moro G L15`MIn.O.0 I F.CBp{Ffg.83: 240 W9 3501. WA NIA N/AWa 100113 HIA NIA WA WA WA 3111. 4421. 15601. ANCHOR CAPACITY TABLE. PRODUCT REVISED
u+complying with 010 Florida
FIGURE I: FIGURE2: p� y�)(s-t7LSQ„t3
TABLE NOTES: 1.250' exptmlionData,� �jp41
• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Dy Q C
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, M( D6da lrakln
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. I Irl
FIGURE 3: 1�1.Yt,N toy
_ 3.250' 0........... .. /
ANGLE 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE � k�,.•`iGENS�r'•.�� A
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. 7: N0.58705
.1 L IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - nn ..�•� '--
FIGURE 4: FIGURE 5: FIGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90.WOOD SHALL .100` ^"0 C.�„r t;1.:
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE .fl•, (j�� IJf
8053-T5 AND BEA MINIMUM OF.100'THICK,STEEL STUDS TO BEA MINIMUM GRADE 33 AND -TS p•t=(i1
.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL 'r't� pi O 01,
i • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25'X.100' 'C�13
#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,1&8 S.S.OR410 S.S. MULLION 77 t�/(;}(1 A`.
i A.LYNN,MI 1-1.81k,P.E.
FL P.E.#58706
TABLE 1OA
Mullion Capacity Table Obsife) „
Opering Wi th(fonredicoly-spanning millions)or Opening Height(for horzoda*spanrirg muniots) ����ssE Q
6004 60 In IO In Be In 90 in 1001. 120 in 140 In 160 in zz(et-K
125%316 TrapmianD. Rsgangder TrapTda Req»Outer Tr.p7rianp. Rac7angutar Trep7/Se.D. Rega.golar Treptntang. Rectangular Trsp(rdang. Reu.,Whn Trapv.q R4.1.0.' T WTdI7 Roelagout Trapmlarg. S wl
%•6� Loading Loading l.adinB Loed'np Loafing Loading Loafing Lmdlnp Loading Loading Loadin0 Loading Loading Laadmp Loading Loading LoxBng loading 02+ g U
Alum Tube .' §'., .. •8 ., >m` '5 a '8 •'.. •H '�.. .� tc r � ^ a .' .� N da� $ A g� �€ q a ae 2 $s o off, a a9 o a a € � 4aU3 '� 3s rn vsin
¢` '2 $ d`Z o d`04 f d`V z` 2��^ d`a` rt @ Q`tt` f e d`¢` @ d"-r<` '> $r2 dr t Z'' d`oT z
421n 170.0 620 110.0 435 170.0 744 170.0 470 170.0 860 170.0 606 170.0 992 110.0 619 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 1700 $21 170.0 ISM 170.0 521 W
461n 170.0 700 170.0 624 170.0 850 170.0 SU 170,0 992 170.0. 630 170.0 1133 170.0 661 170.0 1275 170.0 617 170e 1417 170.0 600 170.0 1700 176.0 68e 169.7 1979 110.0 680 148.6 1979 170.0 680 - �
56.625 in 170.0 747 170A SO 170.0 096 170.0 631 170.0 1046 170.0 684 170.0 1195 178.0723 170.0 1316 1700 741 1704 1494 170.0 265 170.0 1793 170A 166 1523 1677 170.0 766 133.5 tell 170.0 766 W O 0/)
511n 170.0 797 170.0 612 170A 956 170.0 691 170.0 1116 170.0 764 Me 1276 170.0 B03 170.0 1434 170.0 837 170.0 1594 170A 056 156.4 1769 170.0 661 134.1 1159 170.0 861 117.3 1759 170.0 861 LU O
601n 170.0 885 170.0 76t 170.0 1063 170.0 797 176,0 1240 170.0 870 170.0 1417 170.0 944 161.1 t541 170.0 996 1454 1611 170.0 1033 120.0 1611 170.0 1063 103.6 1611 170.0 1061 506 1511 40.0 1063 F (0 4m0
637n 170.0 930 170.0 746 170.0 1116 170.0 ago 170.0 1302 110.0 940 1666 1370 110.0 1015 139.2 1310 1700 1076 125.3 1370 164.0 1082 504.4 1370 155.9 1072 69.5 1370 155.3 1070 182 1370 155.7 1070 LU
661n 170.0 974 170.0 7e 170.0 1169 40.0 90] 156.6 1248 170.0 1002 1362 1248 168.6 1013 VIA 1246 147.1 1000 INA 1248 Me 989 90,11 1248 130.4 978 770 1248 129.0 976 68.1 ,1245 129.0 976 � Z N� m •Tr-'
j Min 567-8 1019 570.0 H78 1399 1049 150.2 H92 119.9 1044 132.1 875 104-9 1049 119.1 060 932 1049 109.7 048 03.9 1049 102.7 838 69.9 1049 SC3 825 69.9 1049 912 820 52A 1049 91.1 820
g 76in 112.7 911 149.1 822 118.9 911 126.8 005 101,9 841 111.2 791 89.2 911 100.0 777 79.3 911 91.7 766 71.4 9df 86.5 757 566 941 77.6_ 744 61.0 971 T;.p 737 ;4.6 941 )3.7 736rz
78 in 132.0094 137.6 763 110.0 894 116.9 767 94.3 894 102A 153 525 894 91.9 740 73.3 894 84.1 730 66.0 894 76,3 041 55.0 094 70.7 107 41.1 891 67.0 701 41.3 897 66.1 696 Q �" v
r
901. BS.9 611 887 696 71.6 671 74.9 655 61A 671 65.3 575 53.7 671 58.2 566 473 6Tt 52.9 668 43.0 671 48A 551 35.8 671 13.1 639 30.7 671 39-7 531 26.9 671 37.9 626 Z CD Q � p
961n 70.0 590 72.0 527 69.0 590 61,4 518 60.6 590 63.4 609 44.3 691 d1.6 602 39.7 590 47.0 194 35.1 690 39,6 488 29.5 690 31.7 dM 25.3 590 31.6 469 221 $90 29.8 464 X,Z W
1081. 49.7 466 60.5 421 41A' 466 42.8 414 35.6 466 37.1 408 31.1 466 32.9 ;62 27.6 466 29.7 396 24.9 466 27.1 391 20.7 466 123,538e2l 466 21.2 375 15.6 466 19.6 370 to �1117. 15.8 411 d6.7 ;00 302 tai 39.] 393 32,7 441 74.1 307 28.6 441 30.2 782 26A 441 272 376 229 tat 245 372 19.1 441 tat 19.3 356 14.3 tat 17.8 351 W07120 in 367 378 36.9 344 302 778 71.0 339 25.9 374 26.8 334 22.7 370 23.7 329 20.1 376 21.3 326 1&1 RB 19.5 -1 15A 376 <
1441. 2U 262 21.2 242 17-6 262 47.8 239 i5A 262 55.3 236 U (N ,d }
Z 0 0
TABLE 10B M �• �o x0
AnchorCapaelty Table pbv) ANCHOR CAPACITY ADJUSTMENT FORMULA: x
Substrata 2.AConc(de 35k COM. hol"CMU Fl80d,CMu PTWood ME44 ANCHOR CAP.,,.,,,,,,
(DP_) }=ANCHORCAP.k,
H'V Elco VOSSEIco fflVEco 114'SSFJCD 6113S1eo1 a12Sloel alt steel MULLION CAP.,,,•.-
AnchorCllpPatterns 3t1G Ek0 uarsm YT FJcOUttrao0n uNatm 5316'£11.0 uOtacm ltd"FJc0UtUlcOn
Aggmator U6r81m apOreGnor se2x(Cdl screw(O5} screx(G5} USE THIS FORMULA TO OBTAIN THE"ANCHOR
Edge Clstanoo0 r 2-117 t• 2.112' 3-110' t• 2•tlr r 2-vr 2 3.118' 2' 0.44• 0.54• 9.32-0" CAPACITY REQUIRED"CORRESPONDING TO AN
Ernbe W n 1-74^ 1374^ 1,314' 1-74• r 1.174' 1.114• 1.114• 1-114• 1.44' 1.4x- r 1-3ra^ tare' varies ACTUAL PRESSURE REQUIREMENT FOR THE
2A n0j3@43VMInO.C./$landau r025elClip(RB.tT 3M sin 105 450 lbs am los 1644106 2701115 -50 as 354 pts 740 ltd, 374073 664 msWAI
442 Ice 56026 OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Arc!%rs Q 1.15•MIO.O,a I Stanean!(or Orae7)Cop(Rg.4 40D Fes 7002o NIA WA NIA NIA 383 its NIA WA NIA WA 88523 4120 De CAPACITY(FROM THE TABLE)OF THE SELECTED
4An0tpR0`S MN.O-C./(2)2(&Argle C]ps/Ing.3T 7m 2s tin ibs 6801es 1560103 tM61bs eAo 2s See Ins N/A 760106 74826 8801 s e65 ms 1120 uln MULLION.IT WILL YIELD A MINI MU M ANCHOR
3Ai7ehOrs�0.51'MIn.O,C.lUCilp,4Yto.7t777'A7gR1.(Fig.dT 141.0 WA NIA WA NIA WA 111A NIA WA NIA WA WA 950 as CAPACITY WHICH MAY BE USED TO QUALIFY
1 Arclnrl FCOp IRB ST ISIS lbs 105 Ice 225103 445 Be 82225 135103 14026 17723 37010'3 18723 332104 2211be 2df1106 ADDITIONAL ANCHOR OPTIONS FROM THE
2Aectors Q IAT MUL O.CJf (Rg 240194 356x0 NtA WA NIA 141A 190 Be N/A WA NIA WA5 dA2 R6 nSO las ANCHOR CAPACITY TABLE. Pricioua•REVISED
Os Wmplyins with 7h0 Flodb
FIGURE I: FIGURE 2: A=piwoonS o
TABLE NOTES: t25O" P.Ie�inuion Dale
4 u ;
lal
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. Mism'Dade PruddOtCmff
111111111/
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �1 t`1�1. 41
FIGURE 3: 414
FIGURE
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALEANGLE .FOR EXACT DIMENSIONS,SEE 3.
CLIP MUST MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS r'
BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.'s+/0'
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AGI 301 SPECIFICATIONS.HOLLOW AND _ :_ �a, /• ! LY._`
FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL4" tj'• t-,// O ka •1/11`
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE ,.��•, T/TE
• • 6063-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND fq.''•.F<Oi410,�.••' (�;
• . S .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICKAND A36.ALL �� ••••
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.25•X 326"X.624. 3SSc i 1 �'�`4\
,
• #10&012 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION A.L11YNNIMILL�R,P.E.
FL P.E.#58705
TABLE 11A _ ah
Mullion Capacity Tebta Absglx)
Opening Width(forvedlcallyspardng mullorn)orOpaning Height(air horl2ortaltyspanting mt66ons) �+
so in Win 704 801n 90 in 100 in 120n 140 in 16014 $• O
1.25X3 I, Recuntfut. TrapIrdang. Rgg.offd r Trap/rA.'o Racal. T,.Kdmg. Roctan9uh, Ttep/rdang. RaotangWat Tiap/7dang. RtesogoU, TrapTraag. lua ngular 7top/rdang. Rsciangular Traprna4g, Recungear T,.IaMlerg. 4
%.63. Loa7mg Landing Loodmg Loading Loading Loading Loading Loading I...0g Loading L.46,9 Loadig Loafing loading Loed'ug Loading Loadmg Loading24
nZ g
Alum.Tube Till.
�.. EE •5 .� '� .S .8 'S8 'S •e" E a.. 9Mullion v� o a1 8� P S�, $ »@ »� » »€ » a� o m� s a ';� Zod »2 & ��. B v oa is iso v vv �+ is c>,. v v v v a u'a v u is u'e sa u' ass v cis v uo v v (V
%'P sa se's % a ?' 's� 3� a �5 .g ?� � w
1214 170.0 620 170.0 435 170.0 714 170.0 178 170.0 868 170.0 5D6 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1210 170.0 521 170.0 1468 170.0 621 170.0 1735 170.0 5x1 170.0 1993 110.0 621
rL
O
40 In 170.0 701 170.0 524 170.0 650 170.0 381 770.0 992 Inc 630 llu 1113 570.0 661 170.D 1275 170.0 677 170.0 1417 170,0 660 110.0 1700 170.0 660 170.0 1983 170.0 600 INA 2257 110.0 680 = �
60.626 in 00.0 74T 170.0 563 170.0 898 170.0 631 170.0 t046 170.0 684 110.0 1195 170.0 123 170.0 1345 170.0 T47 170.0 1494 17&0 756 170.0 1793 t70A 756 170.0 2092 170.0 766 170.0 2391 170.0 T56
541. 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 764 110.0 1216 170,0 003 170.0 1434 170.D 837 170.0 1694 170,0 856 170.0 1913 170.0 661 170.0 2231 170.0 061 160.2 2403 170.0 661 UU p
601n 170.0 BBS 170.0 701 170.0 1063 770.6 797 170,0 1240 t70.0 678 INS 1417 170.0 944 570.0 1694 1700 996 170.0 1771 170.0 1033 170.0 2126 170.0 1063 748.3 2163 7700 1063 529.8 2163 170.0 1063
63 in 170.0 930 170.0 715 170.0 1116 170.0 850 110.0 1302 170.0 940 170.0 1488 170.6 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 156,9 2060 1)0.0 1169 134.5 2060 170.0 1171 117.7 2060 170.0 1171 ~ W J
6614 170.0 978 170.0 769 170.0 1169 170,0 803 1)0.0 1361 170.0 1002 170.0 1556 176.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1210 143.0 1966 170.0 1276 122.6 1966 170.0 1286 101.2 1966 170.0 1286 � to d m
7274 170-0 1063 170.0 878 1700 1276 1740 1009 170.0 1488 170.0 We 170.0 1700 170.0 1228 164.1 1734 570.8 1315 135.7 1734 169.8 1386 116.6 1734 155.9 1364 99.1 1734 150.4 1352 66.7 1734 1502 1352
J
0 76 in 170.0 1122 170.0 837 770.0 1716 170,0 1080 168.3 1556 170.0 1209 147.0 1556 7652 1285 131.1 1556 151.5 1265 117.9 1558 741.3 1251 989 1556 128.3 1229 64.2 1556 122.3 7219 73.7 1556 121.2 1116
761n 170.0 fist 170.0 967 170.0 1381 170.0 1116 165.9 1477 169.3 1246 USA 1477 152.0 1224 121.2 1477 139.1 1206 109.1 1417 129.6 1191 90.9 1177 116.9 1169 77.9 1477 110.8 1153 68.2 1477 109.3 1164 Q � V,
Win 142.0 1110 146.5 986 118.4 life 123.9 968 101.6 1110 107.9 951 88.8 1110 96.3 am 70.9 1110 07.5 922 71.0 1110 60.7 910 592 1110 71.3 891 60.7 1110 65.6 ON 44A 1110 62.7 870 Z �
%in 117.0 915 120.3 B72 97.6 975 101,6 066 03.6 975 86.3 812 13.2 976 78.5 029 65.0 975 11.2 817 68,5 975 65.4 807 40.8 976 57.4 789 41.8 975 629 '776 16fi 975 49.3 767 Q x
566 in 822 777 edA 696 68.6 777 70.7 685 68.7 771 67.3 674 61.4 771 65.3 654 46.7 771 49.0 655 li.i 7Ti UA 647 35.1 t7t 38,9 632 29.d 771 35.0 621 25.7 771 320 672
111 In 75.7 730 77.3 661 63.1 730 65.p 65p 64d 730 560 640 470 130 49.9 631 42.1 730 45.0 622 37.9 730 41.1 614 31.6 730 35.6 608 27.0 730 31.9 689 23.1 130 295 6Bf rn
Uj
l7
125 in 59.9 624 61.0 569 19.9 621 61.2 660 42.6 624 84,1 652 37.3 d21 39.2 644 33.3 624 35.3 537 30.0 624 322 537 25.0 624 27.7 619 21A 624 24.6 509 18.7 624 22.6 501 x N
144 in 34.7 133 35-f 490 28.9 433 224 395 24.8 d33 25.4 140 2l7 433 lid 385 19.3 433 WA 381 17.1 433 102 376 � 41 Q
TABLE IIH � mOsO
ANCHOR CAPACITY ADJUSTMENT FORMULA:
AnehorCepeeliy Tehle pba)
S.Wrat� z7x comme 3.6X COM. Homcmu FID6demu PTWWd Mea (pPm)X t.ANCHOR OAP."","")=ANCHOR CAP.,,,
916•Elco 114'S3Eko SI1GElco 114'S9Elco 810514.0 a12Steel 812 Steel MULLION CAP,,-,_
Artta'lyp0 31161 Fico 11cECOUAracOn unrAcon 3714;E1wudlsm v4•Etou717ac0n ( } M p5} USE THIS FORMULA TO OBTAINTHE•ANCHOR
AnchorC9tp Patterns AWeGaor 'W Eln n SS Etc Snow 6d Screw scre7o
a511IM00.1 r 1 2-112' 1 2.1/r 341W 1• 2-VZ r 2-1/r r 3•Iff r 0.46• 864• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
Embacment n 1.1+4" I-Yr I 1314• 13'd• 2• 1-1/4' 1.114• 1-1/4' 1-1/4' 1.1/4' 1.774• r tan• tars tures ACTUAL PRESSURE REQUIREMENT FOR THE
2 Arron 04.75'MIR O,C.I Standard orO99M Cnp 09.1J 39006 390100 450 lbs 890876 1644 be 270 ms 2a31W 354 Ins 7401ts 374lbs 664Its 946lbs 3d11as 442Its 550 tae OPENING,WHEN IT IS LOWER THAN THE MULLION
4Arenm s.ts•MUL as+StatMa4d(arOteet}CSp 77182} 4839x 70:l los WA WA WA NiA 30D Its NRA WA NIA WA WA 682706 885 tW 1720 ms CAPACITY{FROM THE TABLE)OF THE SELECTED
4 A 3'MN.O.C.I(2}2x6An&Clips/(R g.3I 7W lbs 7B31Ds ESO Ins 1661D Ios 18M 103 640ms 660706 N/A 7601Is 748 lbs B00lOs 7882109 682159 885175 1120186 MULLION.IT WILL YIELD A MIN IMUM ANCHOR
4Aac1txrs Q 0,546Min.O.C.I ULtlp,Wo.100'Num(Flg.4Y NIA WA NIA WA N/A NIA WA NIA WA 7{lA WA WA WA WA 1267106 CAPACITY WHICH MAY BE USED TO QISALIFY
1 Anc7orl F4Ap(11g 5y 175 Ins 19510.7 225105 4451ns a221n5 1351bs 140@6 177156 370106 107 A5 332106 473115 170819 221700 280106 ADDITIONAL ANCHOR OPTIONS FROM THE
2Arro7s 01.18'MIR O.Ct F4:Bp g.4 240 Ms 3r1las 14rA WA N/A N/A IgD 175 N!A WA N/A Wa WA 341106 442105 660103 ANCHOR CAPACITY TABLE. PRODUCT REVISED
m complying with Iho FlMI&
1250' Building Code
98.0
FIGURE 1: FIGURE 2: TABLE NOTES: ABxpiml o D iG-c37.
"" +qjWzJ
i e + 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 1'y '"}
a ON LOADING,SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. M; Dade Product
77111177/
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1� t YStiPt �i�
FIGURE 3: ti`�nt4{,...... Iof/(fir i��r
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94' ; a'�:• �1ct:NSF ••.•
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
CLIP MUST N0
BE USED .58705 SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. %� '�• .-'
�
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 3DI SPECIFICATIONS.HOLLOW AND r'
FIGURE 4: FIGURE 5: FIGURE 6: `
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL L 0'•N'y '1�
;-i'1•,
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF0.55.ALUMINUMSHALL BE y1•A1• ;'.SJh
6063-T5 AND BE A MINIMUM OF.700'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND 624' CJ
R10 1`
.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL -L p'•'�.CO......''�('7
• ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL t
#108#12 ANCHORS INTO WOOD MAY BE STEEL.18-8 S.S.OR 410 S.S. 1.25'X 3.94'X.624' A.LYNN'MJLL�R,P.E.
s MULLION FL P.E.#58705
TABLE 124
Mullion Capacity Table lb9tttt ® ^ `
Opening Width(for v914ca1yspenNrlg mullions)or Opening Height(tar tgrizante5y-spenNtg mullions)
60 in 601. 701.1 801. 801. 100 in *0 in 140 In 1601n N`s<
Rectongwor TcaprrdwV PW"DWar Traplydeng. Reclangulet TwTdang. ReatengUar Trap/ldang. Redtangner TraprTdmg. Real. War Thap/Mang. RaClmNu TreplTdeng. RdctangWar ToplTdong. RacIWWIer TI.WrIang.
271471.26 taadb9 taadrre toadng Loadng toadng L"Ing L.oedn9 Lwdng Loadng Loading Lwdng Loading Lwdn9 L.oadng Wang L daLugg L dngaapq to G
Alura.Tube .1
A7 Id
Mullion pl. �' 80 1 11 8
all �
E �� s Zco
.,..
421n 170.D 620 1704 435 im.01 744 170.0 476 170.01 868 170.0 506 170.01 992 170.0 519 170.01 1118 1 170.0 621 170.0 1240 170.0 621 170,01 1466 1 170.0 6?q 170.0 Ina 170.0 521 170.0 1961 170.0 621 O H
481, 170.0 708 170.0 524 170.0 850 170.0 684 170.0 802 170.0 630 170.0 1133 170.0 661 170.0 1276 110.0 677 t70.0 t417 170.0 680 1704 1700 170.0 680 1704 1883 170.0 660 470.0 2287 170.0 680 LU
60.6251.1 1704 747 570.0 683 170.0 898 170.0 631 170.0 1048 1704 681 170,0 1105 170.0 723 770.0 1345 110.0 747 170.0 1494 170.0 756 170.0 1703 170.0 768 170.0 2092 170.0 768 170.0 2391 Vol) 758 N
� _
64 in 170.0 797 170.0 812 t70.0 958 170.0 691 170.0 1118 170.0 754 1704 1275 170.0 B03 170.0 1434 170.0 837 176.0 1694 170.0 856 170.0 1913 170.0 861 170.0 223t 17D.0 861 170.0 25M 170.0 881
601. 170.0 886 1704 705 t70.0 1083 170.0 787 170.0 1240 170.0 878 170.0 1417 1704 444 170.0 1694 170.0 996 170.0 1771 570.0 5033 170.0 2.126 170.0 1003 170.0 1 2470 170.0 1063 160.6 26M 170.0 1083 003
831.1 170.0 830 170.0 745 770.0 1118 170.0 850 170.0 1302 170.0 940 170.0 1488 110.D 1015 170.0 1073 170.0 1078 170.0 1859 170.0 1122 170.0 2231 170.0 1169 160.7 2553 170.0 1171 145.9 2553 170.0 1171 f'-' tD J
601n 170.0 074 170,0 760 170.0 1169 170.0 00.1 170.0 1384 170.0 1002 170.0 1558 170.0 1086 170.0 1763 170.0 1165 170.0 t6LB 170.01 1210 t70.0 2338 570.0 t275 161,8 2437 110.0 1280 132.9 2437 170.0 1286
72 In Woo 1003 170.0 BTB 170.0 1275 170.0 t009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 170.0 1913 17" 1315 170.0 2125 170.0 1387 546.8 2184 170.0 1488 124.8 2184 S70A 1524 tQ3.2 2584 1704 5530 z to
TO In 170.0 1122 170.0 037 170.0 1346 170.0 1000 170.0 1570 170.0 1209 170.0 1794 170.0 1322 166.1 1900 170.0 1427 148.8 1960 1704 1605 123.8 1880 181.6 1548 1110.1 1860 161.0 1535 82.9 1860 1527 1631 d? R
.� 78 In 170.0 1161 170.0 967 170.0 1381 170.0 1110 170.0 1851 170.0 1250 170.0 1842 170.0 1369 162.7 1661 570.0 1474 137.4 1861 H&II 1500 114.6 1601 147.3 1473 982 5861 139.6 1459 85.9 1881 137.6 1461 Q co
AO to 170.0 1328 570.0 i1H 149.1 1348 158.0 1219 227.8 1398 138.0 1198 111.8 53(18 121.3 5578 99.4 1396 5102 1162 89.5 1398 101,8 1147 74.5 1398 99.8 1122 03.9 $308 827 1105 55.9 1398 789 1096 H ,""'11 <C
061. 147.4 1219 1614 5006 122.9 We 127.8 1079 105.3 1228 111.2 1061 02. 1220 900 1044 61,9 1229 89.6 1020 73.7 1728 02.4 1010 614 1220 72.2 893 62.7 1229 65.9 077 46.1 1229 621 067 Q Z N
mss" .�
t6B in 103.5 071 101,8 877 88.0 971 89.0 662 74.0 071 772 849 64.7 971 884 837 57.5 971 61.6 826 61.8 971 58.5 816 43.1 971 41.0 796 37.0 971 44.0 702 324 071 40.8 771 rpt) U) �'-
fit h 95.4 819 97.3 832 I9k 918 81.9 819 68.1 919 me a( 69. 818 029 704 53.0 919 56.7 784 47.7 919 ti 1.8 774 34.7 910 44d 756 34.! 919 402 742 28.8 918 SLl 732 W �4
x
1201.1 76.6 780 76.6 716 82.9 700 84.5 705 53.9 788 55.8 695 47.2 766 49.4 680 41.9 788 M.4 677 37.7 788 40.6 886 31.6 788 3/A 653 27.0 780 31.0 841 23.8 760 204 831
thin 43.7 518 M2 504 38.4 6411 37.0 498 3t2 646 31.9 491 273 646 282 485. 74.3 Sib 26.3 d78 2l.e 648 72.9 174 183 648 18.5 48{ 15.8 548 772 d65 13.7 548 i6A 448 Q N Q
TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA: II` Z U)
Anchor Ca acl Table Bbe) ANCHOR CAP.,„.,,,,, u 0 m�
S0Ds0afe 27K C81CM8 a5:cork. Hmdw GMu FikdCMU PTWMd Matt (D�)X`MULLtON CAP.,�,,,,,,)'ANCHOR CAP.- $ � 0..7��
Ancta Typa 311V Elco unman V r Elco UBmcon 5116*Elto 0t16*Elco U11=03 V4•Eko uuw, IW OS Elco 616-Eko 1144 6S Elco 910 S1cd e12 Steel e125teel
AnchorCilp Patterns unmLon AgWeaawr unmcon A92MUCY screw(G6)Screw(G5) screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR
EdMDstarceon) 1' 2112' 1 11 1 2•v7 3-7104 1• 2-117 r 2-177 1 T 3-116* 7O.d6• 0.50 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
FmOeanmi n tato" fa4• ar
ta4- to• 24 1.114• 1.1/4• 1114' t-vs 1.114• 1.114• 7 1391 tab• vales ACTUAL PRESSURE REQUIREMENT FOR THE
2Arktgrs®475'MI,O.C.I stal0aa oc0n5et CYp(FIg.187T 070 ths 390 m, 1 45315s &90 IDs 16441bs 270 bs 2601m 3541Ds 740Its 374 ibs 664116 916 ib, 041 W 442 Rs 56o me OPENING,WHEN IT IS LOWER THAN THE MULLION
4AnthQ302.68•Mh O.G_a StWdad(or Ot6e0Cup(Wg 3I 740Ibs 740 tDa 633 bs 1485 ma 1424 ms NIA 507 as WA 8951uaWA 600 P. WA 6a2tU 885ba 11209s CAPACITY(FROM THE TABLE)OF THE SELECTED
6Arc0Us�7.71'Mm O.0 131atwal(or Of6e0C9p(Rg.4I 885 Ins 1011
7%IW 1046IDs NfA NIA 705 ibs WA 799 its NIA WA WA 10225➢, 1327IM 161S0-Its MULLION.IT WILL YIELD A MINIMUM ANCHOR
4Ankrors@13•Mln.O.c./(2)2.5ANIe(ApsI(Fig,4 780 ms T De 655 I t5-w te96ms Dms 50)ma NIA 7601DS 746 ms 88010, 1892 Me 682 b Baslbs i120 s CAPACITY WHICH MAY BE USED TO QUALIFY
SArctg6 03'MB1.O.C./(272c5AiCieCBps!ft.4 11701113 N7o uo 1020IDs 2340m 26w ltrs 8t s a4o xis NIA 114D to 1122 mS 13W bs 2MM 1022lbs 1327 ws 16�Ss ADDITIONAL ANCHOR OPTIONS FROM THE
SArthon 01.34*MIA.0.0.1 u.C11p,510.125'Mum.fFlq TT I4/A WA NIA WA II N/A WA NIA WA 11/A WA WA WA WA 073 ANCHOR CAPACITY TABLE
6AMrn3 Q 0.64-Min O.C.t U•Gip,Into.125'Amm.(Pig 8I NIA WA NIA IVA WA Nbi WA NIA WA ' NIA WA WA NIA WA 21 108 PRODUCTREVISED
2Amh3m Q 2.60•MIn.O.C)F•C0p Ing 9I 370105 am Its 315 IM 743 ft 712 to NIA 200 as NIA 348 Its N7A I401Ds WA 341 bs 442 R6 560114 as complying lvilh dw Fludda
3AncoxsQI.71•Mw.O.C1F4,71p( .Ior 443 ms 5258s 379>eH 973
IDS NtA H7A 353 los NtA 39911, WA WA WA 511116 661l7✓s Bd01ts Buil ta$nw�d•Fo la-o-218,05
FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. P
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. rxpiin11 �a7)
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: Milne
• • • • • •
TABLE NOTES: 2.000' Mimn Dada Product
11111IIt77 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. 0�{.............. P
FIGURES: FIGURE 6. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �• ,!r r
.250• 4.000" Wa.,U705
• • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN !I _
THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE / (}
• • LOCATIONS. "t5 �• �,(/� tO t;lz
FIGURE 7a FIGURER: FIGURES: FIGURE 10:
•• H • IE
ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNtT(FIGURES S E (CMU)SHALL CONFORM 3-ASTM BE WOOD SHALL 12 PRESSURE-TREATED YELLOW SOUTHERN PINE WITA AN SG OF 0.55. '1.` '•••.••••• MUST BE USED ALUMINUM SHALL SE 6063-T5 AND BEA h1INIMUM OF,t25 THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AN0.045'THSCK(18 2'X 4'X.25'MULLIONIN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125°THICK AND AX ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREWA.LYPINMI�.LER,P.E.
• THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL, B.S. S.S. FL RE.#5EIR,
TABLE13A
Mullion Capacity Table lbse
Opening Width(torvan 0elyspe rfrg Indli9re)or Opening Height(for hodaontaiVspernirg mations)
50 In 60)a 70 In 80 in BON 100 in 1201n 1401n 160 In tui ~vu�u�ttt
Rectangul r Trep/Tdenq. Reclongdo TwpMeng. Rectangular Trap/Tdang. Rectangular Trep/Tdeng. Rectangular TaplTdan9. Rectengder TroplTdang. Racl,agd9 Tra(J'fd,ng• Rectangular Trafdon4. Reclanguls' TtapTdeng. it
2X6ft.2b
Loading Load Losing Loading Leaking tcadng Leading Leading Snadng ,Lbaft Leading Loading Loading Leadna Lowing Loadnp Loading LosdogCS
Alum.Tub• to
. , r n r a ,� r ,.. p p ,.� a n x •.., •� 2~ r .. ,,.
Melon
3 3 3 8 3 3 c9 3 a 3 $ rR c9` 49 u 3 8 t3 cT 3 3 c� 3 c r9 G c3 i3 a 9 a 3 c9
Z rf}
42 N 170.0 820 170,0 433 170.0 7M 170.0 418 170.0 008 170.0 500 170.0 992 170,0 510 170.0 1116 179.0 521 170.0 1240 170.0 521 170.0 1465 170.0 521 170.0 1736 1700 $21 179.0 1803 170,0 521 O
i8h 170.0 703 5700 524 170.4 854 179.9 SSS 170.0 992 170.0 834 174.0 1133 170.4 881 ]740 1275 170.0 877 170.0 1417 170.6 880 174.0 1700 170.0 880 170.0 1983 170.0 880 170X 2287 170.0 680 J W
50.625N 179.0 747 779.0 603 170.0 808 110,0 631 170.0 104(1 174.0 884 170.0 1185 170.0 723 179,0 1345 1709 747 170.0 1484 170.0 758 1740 1783 170.0 756 170.0 2002 170.0 756 170.0 2381 170.0 756 = _
�u Sn
54 N 170.0 797 170,0 812 170.0 959 170.0 691 170.0 1110 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1584 170.0 856 170.0 1813 170.0 881 170.0 2231 170.0 881 170.0 2550 170.0 06S W O O
601n 170.0 S85 170.0 701 170.0 1063 170.0 787 170.0 1240 170.6 876 170.0 1417 170.0 944 17QO 1594 170.0 800 170.4 1771 t70.0 1033 170.0 2125 170.0 5083 170.0 2478 170.0 1003 170.0 2833 170.0 1083
83N 170.0 830 1709 745 170.0 1118 170.0 959 170.0 1302 170.0 040 170.0 1488 170.0 1015 170,0 1873 170.0 1076 170.0 1658 170.0 1122 170.0 2231 170.0 1169 170.0 2803 170.0 1171 170.0 2875 170,0 1171 J
68 N 170.0 074 170,0 789 170,0 1169 170.0 903 170.0 1384 170.0 1002 170.0 1558 170.0 1060 170.0 1753 170.0 1155 170.9 i048 170.0 1210 170.0 2338 170.0 1275 t70.0 2727 170.0 12M 170.0 3117 170.0 1288
72N 170.0 7983 110,0 676 1740 2275 170.0 5048 110.0 1468 1700 1128 170.0 7700 170.0 1228 1700 1813 570.8 1315 170.9 2125 570.0 1387 570.0 2550 170.0 1488 1704 2875 170.0 1528 170.0 3400 170.0 ISM g 8 2gggggg?�
TBN 170.0 1122 170.0 837 170.0 1346 170.0 1080 170.0 1$70 770.0 1209 170.0 1784 570,0 1322 170.0 2018 170.0 1421 170.0 2243 170.0 1505 170.0 2692 170.0 1020 170.0 3140 170.0 1084 170.0 3589 170,0 1705 ° Z
J
78N 170.0 1151 170,0 007 170,0 1381 170.0 1770 170.0 5611 170.0 12W 170.0 18@ 179,0 1369 170,0 2072 170,0 1474 170.0 2302 170.0 1585 170.0 2783 170,0 1700 t7p,0 3223 170.0 1777 570.0 3861 170.9 1788
J
90 In 170.0 13?8 170.0 1144 170.0 55W 170.0 1328 570.0 1858 1749 5488 170.0 2525 570.0 5853 170.0 2385 170.0 7183 510.0 2855 170.0 1918 1700 3188 170.0 2526 150.0 3453 170.0 2273 1305 3453 174.0 2381 z =
901n 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1883 170.0 1622 170,0 2287 170,0 7704 170.0 2550 170.0 ID52 170.0 2833 170.0 2095 160.0 3188 170.0 2330 137,1 Mae 166.0 2470 120.0 3189 156.1 2428
108 In 170.0 1584 170.0 1400 170.0 1013 110.0 1647 170,0 2231 570.0 1870 119.0 2559 170.0 2076 164.6 2781 170.0 2271 148.3 2781 i81.9 2333 123.0 2781 140,4 2281 105,8 2781 125.8 2234 02,7 j2781l16q02j00 U)ttt in S70.q 1836 ilOA 5454 170.0 1888 1704 1706 1100 22IXt 579.4 1932 5709 2821 1700 2148 151,0 2832 582.3 7245 138.8 2832 148.4 2218 ]138 2632 128.4 2168 97.8 2832 215.1 2128 85.4 }� Y120N 170.0 1171 170.0 1580 170.0 2125 170.0 1859 154.4 2252 759.0 I9B1 135.1 2252 141,4 11384 120.1 2252 127.2 1838 100.1 2252 116.1 1815 80.1 2252 998 1872 772 2252 88.9 1MS 07.6 5608 ! XW (ni 4In 125.1 1584 128,0 1445 104,3 i5S1 106,1 1425 89.4 138d 91.5 1407 78.2 1561 60.7 1300 89.5 1564 723 1373 62.6 1564 65.7 1358 521 1501 58.0 1330 477 5564 49,2 1305 39.1 7283 < tV Q 0
d Z O O
TABLE 13B a m0 fie
ANCHOR GAPACITYADJUSTMENTFORMULA:
.a a
An horCars Iry Table fibs) ANCHOR CAP,,,„.,,,, L
substrate: 27x Corcfeto 3.5x Cont. HNI-CMU Filed CIAU PTwow Metes (DP,)X� >=ANCHOR CAP.,,,
Slt6'EIcO 114'SS Eko 6118'Eloo 1/4'SS Eke •10 Steel 812 SNe1 r12Sted MULLION CAP.,p,,,,,,
Anchor Type: YIB'Elco UIODcon t/4'Eke UIVa,M &16•Eko Ulaacon Ila'Eko Ulpacon 9GOOstat Ulaeom AW.Oator Screw(115)S, w(G5) Sw-(G5) USE THIS FORMULA TO OBTAIN THE*ANCHOR
Anchor CUP Patterns tn8oaat a
Edon gatence(In): r 2.1/r r 2-IM 3.116• 1• 2.77r r 2.11' 2' 1 3.116' r o.48' 0.54• 0,324• CAPACITY REQUIRED'CORRESPONDING TO AN
Embedaani tlek 1-34' t-314• 1.3/4' 5.374' 2' 1.1/4' 1.1/4' 1-114' 1-1/4' 1.174• 14M r I-Tr I-Ts. wdea ACTUAL PRESSURE REQUIREMENT FOR THE
2 Arkhors 04.7Y Min.O.C./Standard or O89el 01P(Fig.1627 390815 390 lb. 450@s 890 lbs 1644109 270 P. 280 Ibs 354 IDS 744ke 314-1W 66410s 940 IM 34110! 1421bs W1bs OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchors®4.68'Min.O,C.t SI.vsdard ta'Otket)Clip(Ftp.3): 7809. 760 b's 90016s 17SO lbs 3=ft 54D Ibs SW 1Da 70310, 14601bs 74810, 1272 lbs 1892Ibs 682 ft 885109 Me It's CAPACITY(FROM THE TABLE)OF THE SELECTED
BAnohors 1.71'MN.O,C,/Standard(or Offset)CSD(Fig.41 11811109 1400Ibe 101016, 2595 We WA WA D40 Ib. WA 1065 let WA WA WA 136314 iT79ibs 2240 ib, MULLION,IT WILL YIELD A MINIMUM ANCHOR
4 Anchora0 rMIn.O,C.1(2)2r5 An91,Clips I ft.5}: 780@, 7801b5 680 no 1560 Ibs 5896 0,3 1 540 Ibs 660 lbs WA TOO Ibs 7481bs 8801b, 1892 Ilk 602W 6451b, 1111 b, CAPACITYWHICH MAY BE USED TO QUALIFY
8 Amt44s 0 V Min,O.C./(212-5 Angle Ceps/(Ng.81 15M let ISM let 13W Ise 3120(be 37921b, 1060 ass 1120 e. WA 15203h, 1496 Est 1760Iba 3764 ibs 13530. 1778 TDs 3240 iG ADDITIONAL ANCHOR OPTIONS FROM THE
12 Anchors®18'Me,O.C.1(2)215 Angle Cops/(Fig.7): 1660 lbs 210DIM We Its 3760IW WA WA 132010s WA 16001to WA WA WA 20451bs 285110s 738010, ANCHOR CAPACITY TABLE. PRODUCT REVISED
4 Anchors 01.34'Min.O.C,1 U-01P,fnto.125'AWM.(Fig.8). WA WA WA WA WA WA WA WA WA WA WA WA WA NJA 1430 War
6 Amhors @ 0.(14'Min.O.C.l U42lp,into,125'Alum.(Ftp.B): WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 2887 Ibs 0 complying with Its Flo"
2Anchon94.68't4in.O.Cl FtXp(Fip.lOk 390 ibs 396 ibs 4SO ibs 890Ibs 1818[63 2707bt 284 i1>s $540. 740Ibs 374{CB 8381Ds 8481bs 347 0. 442 ib, 5805Ds 1"'2'000'--'-I Dulldu1g COd,
4 Anchoro 1,T1•MN.O.CI FCO AgOeptaaco
p".1t1 59010,3 7001W 50S lar 12981bs WA WA 4701bs WA 6331ba WA WA WA 682 lbs 885 Its 1f201bs .250" ireti Date /lp2�
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
TABLE NOTES: By
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES. FIGURE 9:FIGURE 10: FIGURE 11: Mian' hobuC
• • • • • r • • • 1)SEE SHEET 7 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON
LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS,
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. �� '`��,••'LtCkiNSC FQ r
• • . • 6.000' � <�_
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETShU3.,18'!05 _
• • • e • • '' 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON 1+�'• r
FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
• CL pLE4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ,t{FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORMTO ASTM C-90.WOOOSHALL BE PRESSURE-TREATED '15 qTL-01Iv
E] En
♦ ' 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE6063•T5ANDBEAMINIMUM OF.125' ; �'••. •OR1G:' Cq
MUSTBE THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK 18 GAUGE.STRUCTUR%STEEL TO ••• ♦ • • • •
USEDIN BEAT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW //,t(�(`M,t 11 1<
PAIRS. THREADS BEYOND THE MATERIAL#10 ANCHORS INTO WOOD MAY BE STEEL,18.6 S.S.OR 410 S.S. 2•X 6'X,25' A.L11NN1d/IILL�R,P.E.
MULLION FL P.E.#58705
TABLE 14A „ +
Mullion Capacity Table Ibse w 3
0116111119 Width(fbr ven]caly-sp8rlrlisg mudlons)orOponing H9lght(forhodzontaly-sporring
601n 00 in 7o in 80 In 9 I 100 N 120 in 140 In 1601n $•
Ratangular Trapi`41 . Ratangulor Traprrdam, Ratenowar Trap.7dadg. R. -WarTmWdarg, Rato.giiar Trat✓Tdoto. Ractengular TrzpTMorg. Rectofgular t-r-fdaro. ReWd_War TraprTdang, Ractergular Trap?dana, �
1.26"x 2.11" Loading Loading Loading Loading Loading Loading Leading Low" Loadlryl Loading Loxdtno Loading Loodlre Loading y.Loading Loading Loading Loading 0
Tube Mull f1It
`' t3 tt4L $ a N
100
U)
42 N 144.2 528 167.0 426 120.2 520 14&9 419 103.0 526 138.9 414 90.1 626 134.6 411 60.1 526 134,1 411 721 528 134.1 411 60.1 628 134,1 411 51.6 526 134.1 411 45.1 526 134.1 411 lL
40 In 8&a 403 10&0 333 80.5 q03 9q,7 325 89.0 403 88.4 320 60.i 403 ei.-0 317 63,7 403 79.1 315 48.9 403 7&8 314 403 463 78,8 314 34.6 403 78.8 314 30.2 400 7&8 314 .--i LLI
61,111, 82.3 362 9t.0 301 06.0 362 79.3 294 56.8 362 71.9 289 51.6 30 87.2 286 45.7 362 64.6 284 41.2 362 63.6 283 34.3 362 63.5 283 29.4362 83.5 283 257 382 615 283 2 B''° (Q
541. 67.9 318 74.1 267 5616 318 642 261 48.5 318 57.7 258 424 318 635 253 37.7 318 50.8 250 339 318 49.6 249 2a3 318 49,1 248 24.2 316 49.1 246 21.2 318 49A 248 W
la 60 In 49.5 268 63,1 219 41,2 26& 46.7 214 35.3 266 40.7 210 309 256 37.2 207 27.6 258 34.9 204 24.7 258 33,4 2o3 206 258 32.2 20t 17.7 256 322 201 16.5 268 32.2 201 ()} (n
'1 831n 42.7 234 1 45.0 200 35.6 234 39.1 106 30.5 234 $47 1 192 28.7 234 31.6 189 23,7 234 20,4 188 21.4 234 2&0 164 17.8 234 25.8 103 15.3 234 20.6 1W 53A 234 28,5 163 W 5
`d
as in 37.2 213 39.4 103 31.0 213 33.7 170 26.5 213 29.8 176 232 213 27.0 173 213 25.1 170 16.8 213 23.7 169 15.6 213 22,2 187 13,3 213 22.0 168 11.8 213 22.0 186 Z Ul g
72N 28.8 178 30.5 165 23.9 178 2&e 151 20.4 f78 22-5 149 17.9
M20.6
9 179 18.7 146 76N 243 181 25.4 140 203 181 21.8 137 17.4 181 19.0 135 16.2 r�" u Z
78N 226 162 23.6 133 1&8 152 19.8 131 16.1 152 17,6 128 --I
TABLE14B Q
~ d rn o
Anchor Capacl Table Bhp) ANCHOR CAPACITY ADJUSTMENT FORMULA:
sutauate 2.7k Caxrete 3.9t cart. ttomwcntu ANCHOR CAP.,,,,,,"" _ U)
F78ed CMu PTWoa1 Metal (DP,")X ANCHOR CAP.,", N
5//6•Eko 11d'SSEko 6116"Eko u4•S8Eko 010314 01251ce1 812S1ce1 `MULLION CAP.,,„,,,,,,,, < $ B
Anna Type 3'ts•Eko uluacln 114*Oro Unrxat 31ts•EkoUar4con tt4•Eko wuacm AggreGaiar ultrnam AggreGator rK"(G5)&uoW(G5) Sctaw(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR X Y
AnchorCiip Patterns UBracpn (V
Edg3 oKtant9(m): r 2.12 r 2.10 3-116' r 2-1x2• r 2-ia• 2• 3a/a Y o.aa 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN (n
fimtxiinau @n) lana" lana' tats iat4` 2 1•tt4• 1-ud• t-u4• S-u4• 1-116 :-it4' 2 tare• lana varies ACTUAL PRESSURE REQUIREMENT FOR THE
4 g (tOtt q
Migts®3•nun o.c.t C4 ac5gnpe CSps i(Fo.tp 780Ipa leo les 6601ta 1580 ros 1�61os Sag I5s 660 bs wq 761 ms 745 roe se0 Ws 1692 as saz ws BW MS I 1430lbs OPENING,WHEN IT IS LOWER THAN THE MULLION Q .-
O p
CAPACITY(FROM THE TABLE)OF THE SELECTED iL 2 s:�sNU)
MULLION.IT WILL YIELD A MINIMUM ANCHOR
a
CAPACITY WHICH MAY BE USED 70 QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ••"1.266"-*1 f1FWUCT REVISED
os complying with"Florida
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE. r Duiiding Godo
FIGURE 1: EI Acaptanca *i�•'��(d�'•�3
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. a.'i.lton Iktte 20 Z I
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116' IIy
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Mi Ond6 hoducd.
ANGLE CLIP MUST BE USED IN PAIRS. 125, 111 11 1 I r r
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI$01 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED �fJl!
.,..........
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" ti -d y1{;EN$F '•.FSP moi,
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1,28"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) =•+,I Na•58705
THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S.
11`. - -5.� &'4 --
Ft.`. g'tATt3 01° l�f`
`��.,�,
A.A,41911111 nLtK'P.E.
FL P.E.#58706
TABLE15A _
A �Y
Mullion Capacity Table,1bade a .1
OponingWidth(for v9nicaly-spa7rirgmUjons.)orOponingHotght(for tnrizonfa*spanrirgmt ions) WWt�k•�1
501n 601n 701n 8016 901n 10016 1201n 140 N 160In
Recfangul. Tmpfldano. PWanIld. TraptTdang. Rectanpan, TiapTdm>a. RectengUat TrapPrdnng. Raeiang�!az Trap7dang. Rectano Trapndano Reetnngl T,%M og. RWno T4apRd-0 ftw ngulu Ttap of no.
3.25"30 Loadfne Loadng Lowing Loafing Loadng toadng Lowing L-ming LaedOg Loadn9 Loafing Loadna Loading Laadn9 Loodn9 LoednB Laad60 laadng sYo;
DEG.AL Tit r r a r t r � r r _ r _ aBAYMULL a •fid..� 1 � 43 huJ
g. ss�' grn 1�s d�rc s� d` 1a� d dry $ a k drc E f d`rc d a dna Q ��a
42N 170.0 626 iTO.D 435 S70.D 744 170.0 478 17a.0 668 t7o.0 608 170A 942 170.0 619 170.0 1116 170.0 521 170.0 1240 170,0 521 170.0 1488 170.0 821 170.0 1736 170.0 621 149.1 1740 170.0 521 1
4816 170.0 708 170.0 624 170.0 eN 170.0 084 110.0 992 170.0 630 170.0 1133 170,0 661 170.0 1275 170.0 677 170.0 1417 170.0 .660 1623 1622 170,0 680 130.6 1622 170.0 6N 114.2 1672 170.0 680 _
50.82516 f70A 747 170,0 563 170.0 896 170.0 831 170.0 1046 170.0 684 170.0 1105 170,0 723 t70.D 1345 170A 747 164.2 1443 170.0 756 136.9 1443 tT0,0 758 117,3 1443 170.0 758 1026 1443 170.0 756 tL p� O
6+M 170.0 797 170.0 612 f70A 858 170.0 691 170.0 1118 t70.O 764 170.0 127b 170.0 BW 180.4 1353 170.0 837 144.3 1353 170.0 656 120.3 1353 170.0 a81 103.1 1353 170.0 681 60.2 135] 170.0 861 co M F-
NN 170.0 865 170.0 701 170.0 1033 170.0 797 167.0 1218 170.0 B78 148.1 1218 170,0 BM 129.9 1218 159,6 936 116.8 1218 152.1 824 97.4 121ll 146.1 913 83.5 1218 148.1 013 MA 1218 148.1 013 F � to J
83h 170.0 9}D 176.0 746 170,0 1ti6 170.0 050 160.2 1150 168.8 OM3 131.; 116A 153.6 914 116.8 fl6o 141.9 898 105.1 1160 134.2 885 87.8 1150 128.7 871 75.4 StSO 126.2 870 65.7 it N 126.2 870
ra 66 In 170.0 974 170.0 789 152.4 1048 166.8 881 130.8 1040 146.6 6M 114.3 1048 133.1 850 101.6 1040 123.4 839 01.4 1048 118.8 WO 782 1048 109.4 821 W3 1046 106.2 818 57.1 1018 1062 BIB Z Cry g m
c72 In 140.0 BW IVA 764 117.4 00 126.0 748 100.6 080 110.6 734 66.0 NO 100.0 722 78,2 800 92.0 712 70.4 880 66.2 703 66.7 ON 79.2 693 50,3 000 75,5 888 44.0 880 76.4 688 ? � � W
Tat. 119.7 790 125.1 690 99.8 700 106.4 076 05.5 790 93.3 663 74.6 790 83.9 652 66,5 790 76.9 643 89.9 700 71.7 635 49.9 700 65.1 624 42,8 790 62.1 619 37.4 TOO 61.5 61T •--f o:Z
+� 7816 110.8 750 115.6 867 02.3 760 88.1 644 79.1 150 85.9 672 692 750 77.1 621 61,6 750 70.8 612 65.4 760 66.7 805 48.2 750 59.4 594 39.6 750 68.2 680 34.6 760 65.6 688 t"•901. 72.1 863 74A NO 60.1 663 62.9 401 61.6 503 64.8 483 45.1 683 46.9 476 40.1 50 M.4 468 30,1 663 40.9 462 30.0 6W 36.2 452 25.0 563 33,3 445 71.5 503 31.6 442 Q m Z N 'O
06 In 59A 445 61.1 443 49.5 495 61.5 435 42.4 495 44.8 427 37.1 496 Us 421 33.0 405 36.1 415 29.7 485 332 409 24.8 S85 29.1 4N 25.2 495 213.8 394 18.6 49S 25.0 390 11- w o m�
1091n 41.7 391 426 353 34.8 391 36.9 348 20.6 301 3Lf 342 26.1 391 27.6 337 23.2 391 24.9 333 20.9 301 22.6 328 17.4 J8f 10.7 321 14,9 391 17.8 316 a o
11116 38.4 370 382 135 32.0 370 33,0 330 27.6 J70 20.6 326 24.0 310 26.3 320 21.4 J70 22,6 318 iB.2 370 20.0 J12 16.0 370 18.1 305 U.1
1x
120 G4 30.4 317 36.9 289 25.3 317 28.0 284 21,7 317 22.5 280 59.0 }li 19.9 276 18.9 317 ft.0 273 Q O O
14416 17.8 220 17.0 2D3 co d �0 0
TABLE 15E - ANCHOR CAPACITY ADJUSTMENT FORMULA: ` ox
Anchor Camacltv Table tba ANCHOR CAP.,,"•,,,,,•`
Subsl2te:
2.71;ColicrUa 3.5k Cone. Hatlan CMU Filled CMU PT Wood Mstal (DP)X( i eANCHOR CAP,w,
5ti6'Eke t74'SSEke 5118 Eke 114•SSEIco Otosleei 072 Stall dt28teet MULLIONCAP.,•„,,,a,
Anchor Cllp Patterns Analwrrype: 3118•Elcolli9aoon 114'Eko Ug+acm ulumon 3118'Eko Unrocon 174'Eico Ui9aaan A09ra0elef UnmcOn Aggregator Scmw(05)Sone (GS) screw 1061 USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge Datence(iny 1• 1 2-171• 1• 2-IW 3.118' 1' 2.10 r 2-W 2' 3-116' 2- 0.46• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
Embadment On): 1314• 13/4' 1.3/4' 1314• z 1.1/4' 1.114' 1-114" 1.114' 1-114' 1-114r' 2• Mir I-=, wiles ACTUAL PRESSURE REQUIREMENT FOR THE
2AnthM@ •Min.O.C.t(2)2a5AngkCapa7(Fig,ir 39Olbs 1 390 ft 4Nlbe fl401bs 1700169 270160 2801bs 3540. 7401ba 3741bs 7201b. 9468. 3419. 44215, 5N IDS OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchom®35•Mn.O.C.1(2)215 Angle Caps 1(Fla.2L 780161 t 0IDI 7N IDa 187p Lbs 2525lbs 540 r. SN iba WA Malts 748 lbs 6W Im 18921b5 6a21bs 685160 1120 Its CAPACITY(FROM THE TABLE)OF THE SELECTED
B AnaMra 40271'tAn.O.C.! )2c5 Angle Cops I(Fill,3T 112016+ 1120165 96816, 2246160 2254169 WA 840161 WA 10591bs WA 13201W WA 1022 The 1327 E168010, MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
FIGURE 1:
ANCHOR CAPACITY TABLE. d'R0{OUCT REVISED
TABLE NOTES: as complying with gog Flo"
Bciiding Code
Ac plan.No WG OZi$•j}31`
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. fail I Data
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By
FIGURE 2:
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Mi Dade Product
t1ti11i11/
CLIPS
HOLES TO BE DRILLED INULLION AND THEFIELDOWN ARE NOT TO SCALE,FOR FOLLOWING DIMENSIONAL RESTRICTIONS SCT HOWN ONS EES 21-23ONS,SEE SHEETS 3 125• 1%t)`'�• �"�'•rrrjj,c�f`f
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ,1;•'.•ELIC'
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FAZED 3.250' `; y`o ,i3./05 _
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED
• • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T6 AND BE A MINIMUM OF.125'
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30'BAY f
LEAST.126•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND `")� SS(AYE OF /
MULLION �}i(�•'•. F •i.'�
• • THE MATERIAL.#10 81112 ANCHORS INTO WOOD MAY BE STEEL,18 S.S.OR 410 S.S. f 1012@p.,,�(9
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS.
A.L71<NM MILLER P.E,
FL P,E.#58705
TABLE 16A n
Mullion Ca a4 Table Illemel
Opening W{dth(forverlicasiVspord mullions)orOpening Haight(forhotlzorfa*sparrirgmu�Gons)
501n 601n 7010 80 In 00 In 100 in 120 In NON 18(1 N
RaUan9rdar 7rapTdarq. Ra4ta dar Trsprdang. RacWng�iar Trap Meng. Rectan9dar iwptTdenq. Re4fanow T o
Inedn 9 rap7dan0. Radartgatar Tmprdan0. RocNngsiar Trapidang. Reota09s4er T7apTdenq. Rectanguter TrapTdang. q
0,25"A5 0 lnednq Loading Loading LoednO Lnedinq Loading Loading LoadNq I.... Loading xLoading Loadng Loading Loednq LoedOg Loedn9 Loading n yr 4 w
DECLAL
BA MULL ` ..
04
•4$7a ��g�, g s� � agog � a� § � � '�$E s � € s� � ,Q s.3�• s �� � � 3e � � �g •s m
Z
42 In 170.0 820 170.0 435 170.0 744 170.0 478 170.0 8418 170.0 500 170.0 892 170,0 519 170.0 1118 170,0 $21 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 180.3 1871 170.0 621 0 W
48 In 170.0 708 170.0 524 170,0 850 170.0 581 170,0 9412 170.0 630 170.0 1133 170.0 601 170.0 1275 170.0 877 170.0 NS7 170.0 1780 183.7 1837 170,0 680 1W,3 1637 170.0 680 122.8 1637 170.0 880 j i
60.825In 170.0 747 170.0 583 170,0 898 170.. 031 170.0 1048 170.0 684 170.0 1195 170,0 721 170.0 1345 174.0 747 170,0 1494 170.0 756 147.1 1552 170.0 758 126,7 1652 170.0 758 110.4 1552 1700 756 o
64 In 170.0 707 170.0 612 170.0 958 170.0 601 170.0 1116 170.0 754 170.0 1275 170.0 803 170,0 1434 170.0 637 1651 1455 170.0 656 129.3 1455 170,0 661 110,6 1455 170A 861 07.0 1155 110.0 881 mL O
0.1
8014 170.0 665 170.0 701 170.0 1083 170.0 787 170.0 1240 170.0 678 157.1 1309 170.0 919 130.7 1308 170.0 9418 125.7 1300 167.6 094 101,8 1309 157.1 882 89.0 1308 157.1 9412 78.6' 1308 167.1 882
83 N 170,0 030 776,0 716 170.6 1116 570.0 856 182.0 1217 170.0 810 142.5 1247 264.5 083 12&7 1247 1528 965 114.0 1247 144,3 852 050 1247 136.2 838 81,1 1247 435.7 936 77.3 1217 5357 835 Y.2 L11
6814 IlOA 871 110,0 788 170.0 ]1418 170.0 903 148.4 1180 1.7 985 128.8 1]80 147,8 945 115.4 1140 136.5 026 103.8 1190 128.0 BN 66.6 1194 119.6 686 74,2 1190 116.1 683 84.8 1190 118.1 BB3 Z rq m
72 N 161.8 1010 169.6 877 134,7 1010 144.0 858 115.4 1010 '127.2 842 101.0 1010 114.7 828 Me 1010 105.6 617 60.6 1010 08.8 807 67.3 1010 90.8 785 57.7 1010 87.6 780 50.5 1010 67.7 789 � .`/-1
c� 7814 737,4 BOB 743.8 792 114,5 BOB 172.0 775 08.1 908 tO7.1 761 85.8 OC6 962 749 76.3 606 882 738 687 906 623 728 57,3 908 74-7 718 4H.S 896 1f.2 774 428 9C8 SOA 708 -7 Z
Q �- v
78 In 127.1 681 132.5 754 tOSA 601 1125 738 90,8 881 88.0 725 78.4 BBS 85.5 713 708 801 81.0 703 63.5 061 75,1 094 53.0 Bet 88.1 B8f 15,4 801 64.5 675 39.7 881 67.7 872
OO In 82.7 BIB 85.4 574 66.0 848 721 581 58.1 648 62.9 554 51.7 Bio 58.1 546 46.4 616 SO.B 537 41.1 048 17.0 530 34.5 B4B 41.6 519 29.5 648 381 511 25.0 848 36,5 507 ZQ m Z N O
9614 861 588 701 508 56.6 588 $9.1 498 48.7 588 51.1 401 12.8 586 45.8 483 37,41 588 11.1 470 34.1 568 38.1 470 2A4 588 33.4 458 24.3 508 30.5 452 21.5 588 28.7 447 Lu
�-
tO6N 47.8 MB 18A 405 341.0 140 111 388 341 418 35.7 397 241.8 MB 31.7 3B7 28.6 440 26.8 3$2 23,8 MB 28.1 377 20.0 440 22,7 388 17.1 440 20.4 381 15.0 418 18.8 358
111 M 14,1 425 45.0 365 38,0 425 37A 370 31,5 1W32.8 27.6 425 29,1 387 24.6 125 201 382 21,1 425 24.0 358 18A 415 20.7 350 15,8 425 18.8 343 LLL' QV12014 34.0 384 35.5 331 20.2 384 28.6 326 24.9 3 21.8 384 228 317 18.1 384 20.5 313 17.5 384 78.7 3O9
1441n 202 253 20.4 233 10.6 253 17.1 234
a.. zoo
a.
TABLE 16B x
ANCHOR CAPACITY ADJUSTMENT FORMULA: g €0.'°'w
AnehorCo bei Table 1b8 ANCHOR CAP,,,,,,,_
Sebslr4lo: 27k Cwwrele 3.5k Cora. RoBowCMU FWetl CMU PT Wood Metol (DP,�)X }=ANCHOR CAP_
511 Boa U4'SSEka 5?SB'Et4a 714•SSEko (410Stee3 il42Skeei ri23tea1 MULLIONCAP.,K,,,•„
Anchor Typo: 3776•Eka SMB . 114"Eka fBbecm 3716•Eko Moo- 7K•Eka Moo.
Anchor Clip Patterns III Alps9Gator unmoor apprenator So'(GS)Sam ON scr"(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edea Distance(1# 1• 1 2-I2• 1• 1 2-10 3-1/6• r 2.72• r 2"12• 2' 3.116• r 4,46• 015C 0724• CAPACITY REQUIRED"CORRESPONDING TO AN
Embedment(h), 1-314' 1-314• 1at4^ I taro• r 1.114• 1.114• 1-1/4• 1.114• 1-v4• 1414• 1 2• tare• 1.310• teres ACTUAL PRESSURE REQUIREMENT FOR THE
2Amhom Q 61 Un,O.C.IR)20 Aria Clips tfig-t): 39.3ms 360 ms 454 ma 89a ws 170.0 ros 27o fss 2e0I. 361 ws 740 ms 374 lbs 7201ts 046 Me 34110s 442ms 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION
4 AnchMs®35'Min,O.C.1(2)216 Angm Caps!(Fig.: 780166 180 ms 7801bs 1670100. 2525 ibs 5461ba 560 ibs WA 1120106 740.Ibs 880166 1892 ibs sez Ibs e05 tbs 1120 ms CAPACITY(FROM THE TABLE)OF THE SELECTED
B Ancbae 2,71'MIrt O.C./{2)2xbArgm Cops/(Ffq.37 1120lbs I 1120106 I subs 22+ 2254 IM w0. e4o las NIA 1059164 N/0. 1 1320106 w0. tozz lbs 13z7 ma t6a41bs MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
FIGURE 1:
ANCHOR CAPACITY TABLE. PRODUCT REVISED
TABLE NOTES: as 4omplyin6 with 0.w FIt)7id•
fiuitdusg Code
ACCaptanco lYo i6°0218.0..3
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. Ex*irallonDatetSEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS,FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND70R OPENING WIDTHS IS ALLOWABLE, iPmdun
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23, /
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, .125'Q.AY7
`���t�(1Yr.N-$9/(
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `�ti�`�'.-'��(;GNA,c•'•�4b
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED -t-r Nly 58705
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 600,WOOD SHALL BE PRESSURE-TREATED - •`
• • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 5053.75 AND BE A MINIMUM OF.125° - 1//j[ tY
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT %"T!-•• $ �j f1 LEAST A25"THICK AND A35.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND jTHE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S,OR 410 S.S. `•�0'•, STP3'E:
ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. �f 5 (.
A.IN,I; LE E.
FL P.E.#58705
F-1.000'�I 11.250'--I �n
1.000'L1�( rI . 1.000' r-
NR
FWLLo
1.0001.000' 125"
a��71
5' 3.1880
2.750° 2.7 ' 125 3.125" .1250!.
5.5° 125' 10
.125' U237115
22.116° a
2.000' 2.000' a-
125'
O125" " 500w
1
T W-
L VXT X.125"MULLION 1'X 2'X.375'MULLION 1'X 2.75'X.375"MULLION 1'X2.75'X.850'MULDON TX3.125'X.5°MULLION 1.25'X3.188"X.265'MULLION 1.26'X2.11'X.125'MULLION _
6063-T6 ALUM. 8063-TB ALUM. 6063.76 ALUM. 6063-T6 ALUM. 6083.76 ALUM. 6063.76 ALUM. 6083-T6 ALUM. m 0
XSECTION XSECTION XSECTION XSECTION X-SECTION X-SECTION X-SECTION LU Z 0 o
f--.125' '�`{�--•.125' -^i I�-.125° �C 7
I TABLE A z LU m g
I I 2X5 ANGLE CLIP
ST63-T6A UM. Dimension Value(in) For Mullion: U,
6083.78 ALUM. 606SECTI N ❑ sW
2.000' I I 2.125' XSECTION Z
X-SECTION 2.000' A 1.825 J d
U-CLIP 1'X2'X.125° Q Q
6063-T6 ALUM. I B 2.854
I .125' I X-SECTION L '125" Aluminum z V Q rn p
C 0.895 Tube Mullion Z ❑❑Z22) 3 z Z
D 0.740 Q u C:'
.125'��-740"Y- A 1.125 1'X2°X.375° W y B B
5.500' B 2.404 Aluminum �I (n U)
3.125' , CUTHERE7o .375" 5.000" -{ C 0.635 TubeMulllon U Q
.375' CREATEF-CLIRSEE MIN. •375'MIN, {� D 0.490 Qa Z O /p
MIN. DETAILF,SHEET4 �$
.338"MIN. A 1.875
r-------� r--------1 _ _ __ ____ _
U•CLIP A j---------1 B 3.00D 1"X2.75'°X
A A I 6063•T6 ALUM. `- -------------------� 2X5 ANGLE CLIP C 0.757 .375 Aluminum
TOPVIEW ALU 6063-T6 ALUM. p 1.118 Tube Mullion
TOPVIEW
STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E A50 Min.
6063-76 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°X 2.75'X
WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER 1/16. B 3.000 •650"
SHEETS 6.17 FOR THE ANCHOR O.C. WITHINTHEDASHED C 0.476 Aluminum
DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE Tube MUlllon
DIAMETER:ANCHOR DIAMETER+1/16". SHEETS 5-17 FOR THE D 0.838
ANCHOR O.C. TABLE B
DISTANCE.MAXIMUM PGT Part A 2'0� °ADDUCT RBVISBD
ANCHOR HOLE 1°X3.125'X
Mull Dlmen6lon(sheet B 2.837 maamPlyin6 with 0a Ftedll�
5.500" .375' DIAMETER:ANCHOR Mullion Std.Clip Offset Clip LI-CIIp Angle Clip .50W Alum Building Coda
.375' MIN. DIAMETER+1/16". C 0.853 Tube Mull Accoplan�a(6�02Aal-021
MIN. 1"X2"X.126'(5) 66605 666113M 6661118M 666243M 666511M D 1.137 r ?�
�____ ______._I____________- 1"X2"X.375" 6 686006 868114M 6661119M 686244M 666512M
() A 2.625 By
I 1"X 2.75"X.375" ) 66607 666115M 6661120M 868245M 666513M
B 3.282 1.25'X 3.188' Man Dado rroduM
I I C1 X.285°Alum
1"X2.75"X.650"(8) 66608 666116M 6661121M 666246M 666514M C 0'862 Tube Mull
I B D 1.762
--- ---, D I 1"X3.126'X.500"(9) 66637M 6WJ116M 6661114M 666242M 666515M 0��,.• """' •�FR '.
I I i 1.28'X2.11"X tir•'�\crNsf
I 1.26'X3.188"X.266'(12) 66641M 6661117M 6661113M 666241M 666516M A 1.813
.121"Alum .^ �� •'�t,'
'--------� ------� r 0'r
I 1.26"X 2.11"X.125"(18) 69370 WA WA WA 666517M Tube Mull
`C OFFSET CLIP NOTES:
•'. lei'- r
6063.76 ALUM. `l LU
I TOPVIEW Yz7
.125° :..
�tA�l•V'
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
.740'4---^I l:�/.��'•..�y.pR\VPS'
�\ •`
� 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. /'��i1 .I �-��"•
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.LYSP.E. 58705.E.
FL P.E.#58705
TABLE E a H
Mull Dimension PGT Part#
(sheet#) Mullion Std.Clip U-Clip Angle Clip -��-•126' I -j r•125' -I I--,125' Z!k�
2"X4°X.25"(16)1 66602 666261M I 666271M 6665112M �i 10
�3qg
.2"X6"X.25"(17) 66604 666282M 666272M 6655113M I STANDARD CLIP I U•CLIP 2X5 ANGLE CLIP o=°g
8063 T6 ALUM 6063-TB ALUM. 6063-TB ALUM.
2.000' I XSECTION 2.125" I X•SECTION 2.000' XSECTION
NOTES:
N
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING I '126" I •126' .126' s o [>]
yCN W
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L � LO F
2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE ---1.490'�I
HOLE LOCATIONS. 1.490' W
J W
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500'
CUTHERETO
3.500° 5.000' 375' W U o� O
CREATE F-CLIP, CO O ~
r- .375" MIN. ZO M
2.000' .375' � SEE DETAIL F. � ,375' (p fn
MIN. SHEET4 MIN, F- J
U)
Z
------------ -- -------� -- -- ------------
II I 1--------- T Z W Z m
1
I I I I
Q do m� !Z�
4.000' 4 -i-- ___ _-�- 3.438' 4 + 3.438" 4 1--------i F U Q o
.250" 2"MULLION• i i 3.438' j I Q OZ.
Z o
6063.76 ALUM. j i I j j w QS T��
XSECTION I I I I 1 '375" fn Z a °
---I--- I -- L-------- --------J MIN. W OL f ' _
- a Y
L- STANDARD CLIP 2X5 ANGLE CUP U 2 Q
/SED
LLIP,6083-TB ALUM. Q Z O O
CENTER OF ANCHOR HOLE MUST LIE 6083.78 ALUM R 2'X 4'MULLION,SHEET 18 CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. D_a �(q
.250' WRHINTHEDASHEDBOUNDARY.SEE TOPVIEW TOPVIEW WITHINTHEDASHEDBOUNDARY.SEE TOPVIEW �� iii mO s.O
SHEETS 5-20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C. .- .� MmQ'
DII1IIIII1 I I STANCE.:MAXIMUM ANCHOR HOLE
CENTERTOF ANCHOR
-HOLE MUST
LIE
DrIIjIIiIiIII IS-T-AN-C-E-M-A-X-IM-UM-ANCHOR
-H-OR--HO-L-E
DIAMETERANCHOR DIAMETER 1116". WITHINHEDASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER 4 1/16".
SHEETS 5-20 FOR THEANCHOR O.C.
5.500" DISTANCEMAXIMUM ANCHOR HOLE
CUTHERETO DIAMETERANCHOR DIAMETER*1/16". 5.000"
3.500' CREATE F-CLP,
.375' SEE DETAIL F. '376' -
-TIIIIjIIiIiIi
II
.375"
MIN. SHEET4MIN. MIN.
.375'
----- -- --- -- -------
aEBs..
\pP.U`�'n�UC.r.Tn•
'REVISED EVISCID
complying wM"
.s1.F
l•1o�1,9ri
BuildigCode
A-plm,a No 6'07,
1
imlion, ae
Y,
L 4.688" 5.438' +-------- Mnn Duelroduct
.250" 5.438" 5.438"
2"X 6"X.25"
MULLION
063•T6 ALUM. No.58705
XSECTION
..io8QQi
i3Oi
Z
-
-
a
-
MIN.
STANDARD CLIP U-CLIP 2X5 ANGLE CLIP /0\A1 i26P M' � TBOM "', S�Q�EWUSED FOR 2X 6MULLION.SHEET 17 TOPVIEW /' � MIL1
TOPVIEW A.LYER,
rv;
P.E.
FL P.E.4 68705
EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1/4'.THE OPENING REQUIRES A DESIGN PRESSURE OF 460.01-60.0 PSF. H -
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 ®�(r�X EO
NO ANCHORS IN HEAD RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.1/4'AND WILL MEET OR EXCEED THE REQUIRED his
DESIGN PRESSURE OF+60.01.60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. x a
$^
�-SEE SEE FROM TABLE 3A,SHEET 7,THE 1"X 2,75'X.375'MULLION(LENGTH=72',OPENING WIDTHI=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/.58.3 PSF AND WOULD ��a$ �
FENESTRAnON DEraLs, NOT BE SUITABLE FOR THIS APPLICATION. °
PRODUCTS SHEETS Qo2 2 u
APPROVAL\ 23 FROM TABLE 4A,SHEET 8,THE 1•X 2.75•X.650•MULLION(LENGTH=72',OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
72. OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. LO
N
MULLION -6 m
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
ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z m 61 I�--
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 W
`SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE
/ 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, m CD O
ND ANCHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: Cl)
m
II--a2•--1 32• 636 LBS ~ J
MULL wIOTH (60 PSF)X( )=524.9 LBS (MAY BE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B)
PENING WIDTH 72.7 PSF Z g m
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-318".THE OPENING REQUIRES A , 8W
DESIGN PRESSURE OF+50.01-55.0 PSF. ,J o is rcz
FOR THE VERTICAL MULLION: Z Q N O
Z
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"+l'=73".REFERENCING SHEET 25, Q `-
THE COLUMN USING RECTANGULAR LOADING SHALL SE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEASTTHE WINDOW FRAME DEPTH OF 2J18"AND WILL m O g0
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. J
EXAMPLE 2:MULTIPLE MULLIONS W Q.
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+/-15.1 PSF
MULL WIDTH-•1 r- AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
< ¢ O O
- FROM TABLE 12A,SHEET 16,THE 2"X 4'X.250'MULLION(LENGTH=108',OPENING WIDTH=80')HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS d Z m
SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THEANCHOR CAPACITY REQUIRED OF 971 LBS. .. m0 s.O
DETAILS, m�
32• FENESSEETRATION SHEETS BECAUSE ITIS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36"+2'=74°,NOT 73'AS PREVIOUSLY
PRODUCT'S 23 ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN
APPROVAL N
THE 73"DIMENSION(35.1/2'+35-12'+2'=731.
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
1 I CONCRETE HEADER AND SILL ARE 8•WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8•,CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
VERTICALI �_ 1
MULLION` - USING THE STANDARD CLIP WITH(6)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112"GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND
LENGTH SEE -SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
a DETAILS, DETAIL E.
OPENING SHEETS 2.3 SHEET FOR THE HORIZONTAL MULLIONS:
HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X.250"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER
FOR MULLION TYPE COULD BE CHOSEN.
HOWL PRODUCT REVISED
MULLION 72• °9 Building
iod WiFh Fn FIO(1&
1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32"-72'+2"=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/fRIANGULAR LOADING MAY BE Cod
USED.FROM TABLE 12A,SHEET 16,THE Z'X 4"X.250"MULLION(@ LENGTH=42",OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE A pim.N 16.0212,
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. E p(mGon Daumll
4AZ)
SEE
DerAILs, 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' Ry
SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH Mim��/ k
2a (4)3116"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1•GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED1 r
ANCHOR CAPACITY OF 521 LBS. o 1.YN/V It1/��
,.....•
L."OPENING
'.HORIz. ULLHORIZ. 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION•USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 128 FOR THE U-CLIP SHOWS THE ANCHORULLENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBSTHE WIDTH FOR VERnCAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. `r' (40••(8705
FROM THE ABOVE STEPS.OUR MULLION DESIGN PRESSURE IS: / •-
+1.64.7 PSF FROM THE VERTICAL MULLION; -.•U � k> --
+/.170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; -h '• 1QZ
+/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). (�'•, 5'AfE O• -�
THE LOWEST DESIGN PRESSURE IS+/•64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. .rLOR\DH.•'(4 "
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION r��s�S��QNn`L'
PRODUCTS.WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYI N MILLER,P.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705
EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: qn n
�+^ o
- PW PW
PW c0.
/
JDH SHIDH SHIDH SHIDH I pyy PW stnZLU
LU
m
x
/ / LU o�I/ TO
LOADING OFVERTICAL MULLION LOAOIN60F VERTICAL MULLION Ico
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I y 7 U)
[� a HINGED F"
DOOR m a
SGD Z z
LOADING OF VERTICAL MULLION ? j
I
PW LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q L.
.�
D
PW I Z
PW PW PW � W z%O
o 0
i / I
PW W Z
SHIDH SHIDH Q SHIDH Q SHIDH I U ¢ O O
i as Zm0 O
/
I// pw sHIDH LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLIONSILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION
PW HR
I
I
1
I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
I
MULLION
P HINGED I NOTES: CiLGL1UCT REVISED
DOOR PW PW I
-- I u complying afih dw Ftodde
I 1)DRAWINGS ARE Ruilding Code
RERESENTATIONS OF TYPICAL Aco.pl.nmM I p3
I PW CONFIGURATIONS. E inti Del. $C21
I pV,I CONFIGURATIONS NOT SHOWN
X MAY BE EXTRAPOLATED FROM "y a PmduU
00 / / I THOSE SHOWN.
I
�j I 2)IF THE LOADING TYPE CANNOT \���, LYIaN
BE DETERM INED,USE 0 C
I PW RECTANGULAR LOADING. `.���.•'L�CEhIS,c''•��Q %
PW PW I F'
/ 3)SEE PRODUCTS'APPROVAL FOR
Na,eros
/ ACTUAL ANCHOR LOCATIONS.
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I `� I �"C7}'•� (-AI 1 b
STKIL OF �J='
LOADING OF VERTICAL LOADING OF HORIZONTAL 'LL,�Rt'A,E,
MULLION MULLION FL P.E.#58705