HomeMy WebLinkAboutNotice of Acceptance (5) L 1 2 71,o
MIAMI•DADE MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Sheet,Robin 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
PGT Industries,Inc. j
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules.and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section (In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.-
DESCRIPTION:Series"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 NOA#14-1105.01 and consists of this page 1 and evidence pages E-1 and
E-2,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.16-02-18.03
MIAMI-DADE COUNTY Expiration Date: May 26,2021
Approval Date:April 14 2016
Page 1
-------------
SHOP. DRAWNG REVIEW
NO EXCEPTION TAKEN
MAI(F NOTED
RFVi 'r- RESUBMIT
ESIGN
THE
I N FD'�M'AT 10 N G CON-
TRACTOR IS RPSFGNS�_E FOR DIMENSI-jNS TO BE CON=
FIRMED ANO CORRELATED AT THE JOB SITE; FOR INFORMATION
THAT PERTAINS'SOLELY TO THE FABRICATION PROCESSES OR TO
TECHNIQUES OF CONSTRUCTION, AND FOR COORDINATION OF
THE WORK OF ALL TRADES.
FININVOLDARCHITECTPJ�E, INC.
DAT E BY
PGT Industries,Inc.
I
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No.10-0819.05)
2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1
.through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by
manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed
and sealed by Marlin D.Brinson,P.E.
(Submitted under NOA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010
and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed
and sealed by Anthony Lynn Miller,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
LJ
Manue a ez,P.E.
oduet Cont oI xaminer
A fog 6 3
Exp'a a e: y 2 ,2021
Approve ate: ' prtl4 2016
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated
February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn
Miller,P.E.
2. Statement letter of no financial interest, dated February 15; 2016, issued by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
G. OTHERS
1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum. Tube Mullion — L.M.I., approved on
02/12/15 and expiring on 05/26/16.
Manuel ,P.E.
Product Contr 1 E miner
NOA No. -02I8.03
Expiration Date: May 26,2021
Approval Date:April 14 2016
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: $j
NON-IMPACTOR LARGE AND SMALL MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FOR THE o �
FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE �..�
EVALUATED BYAN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS)FUSED. GENERAL NOTES..........
1
MUST 13E ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS............._-__
I o
FIGURE 1: ELEVATIONS.............._......._..__I n 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2X WOOD....._._..__........2 ^ g W
MULTIPLE [—OPENING WIDTH FORVERTICAL MULL ARCHESTOBE MULL TO 1X d MASONRY._..._......2 oY O
MULLIONS —1 SEE DETAILS INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING•AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION MASON....,_...._.....2 0
A-0,O,H; RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULL TO MASONRY S........._._._.3
_ 111
SHEETS 2-3 SHAPE MULL TO STEEL STUD__...............3 N
3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL_.................__..__.3 S m
DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS__.._.___.__.._._3 N r W
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CLIPS_..._._.__,..4 Z
BAY MULL INSTALLATION.._..._.__4 �
1 X 2 X.125 MULL SPECS_._....._...5 •--I 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.,__.._..76 Z
/ INSTRUCTIONS. ..
1 X 2.75 X.375 MULL SPEG3._...__7 z aco
SEE DETAILS II 11 1 X 2.75 X.65 MULL SPECS_......__9
ATHRU G; / I 1 I /1 1 \ 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.500 MULL SPECS__....9 m p c
SHE
[7S 2.3 I I I \SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.125 MULL SPECS._......_A0
ATHRU O; 1 X4X.375 TUBE MULL SPECS_..11 = Q co
SHEETS 2a ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN Hco
it III II / PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1X4X.375TMULLSPECS....__11 j
OPENING 1.25 X 1168 X.265 MULL SPECS...12
VERT• HEIGHT 1.25X3.25X.1DO MULL SPECS__.13 Z W2 �•Muu FOR 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.624 MULLSPECS.._.14 g
HORIZONTAL 1.25 X 3.94 X.624 MULL SPECS.....15 2.-
LENGTH ❑
MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X-25 MULL SPECS._._._...16 Z °
SEE DETAIL E. 2 X 8 X.25 MULL SPECS~._........17 J Q Z
SHEET 3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q
AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 1.28 X 2.11 X.125 MULL SPECS,._18 F lL r r
REACTIONS. 30'X 3.25 BAY MULL SPECS......._1B
45'X 3.25 BAY MULL SPECS.,__._20 Q Q Z N
FENESTRATION 8)REFERENCE;TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE-GATOR NOA'S EXAMPLES 1 MULLION SCUP DIMENSIONS___21.23 CO) J
E— _J N ;5 0
d . .._._._...._._.24
PRODUCTS MAY LOADING EXAM2...PLES.._.._.__._._..25 fn I a
BE OFANYTYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING LU
MUST BE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH z CD Y
/ I11 MANUFACTURED
arper. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. U � Q �
10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. g Z 111 O
�O�'
/GEE 0M1_TAILS _ �
�HORIZONTAL A-D,G,H: 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
MULL SHEETS 2-3 WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA g�
LENGTH HORIZONTAL
MULL
LENGTH INSTRUCTIONS:
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING USING THE ASCE-7 STANDARD.
MULL Hoatz 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
�I LENGTH r OPENING WIOTH--1 I� MULLLFNGTH—'I
1 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR'TRIANGULARrMPEZOiDAU.
OPENING 4)FWD THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFT')FROM TABLES to THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING PRODUCT REVISED
HEIGHT THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE m complying with The Florida
OP ING MULL N F� BWlding Codc
HEIGHT LENGTH / Hat¢• p vERT. MULLION CAPACITY(LBS"I OBTAINED SHALL MEET OR EXCEEDTHE DESIGN PRESSURE REQUIREMENT(LBS/F7')FOR THE OPENING OBTAINED IN Asce once Diu.l Dula.
MULL p F MULL STEP 1). a t I M r
�LENGTH
TH NirNli DuteL L - L 5)FROMTHESAME TABLEUSED IN STEP4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED ILBS).THISVALUE..IIIL��� REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. h°duG
OPENINGWIDTH
SINGLE MULLION SINGLE MULLION FORVERTICALMULL 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE �M��1 LYNN L7j�i
OPENING WIDTH ANNCCAHO /S S ISTT TEIANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR ` � ..�N...114e
FOR VERTICAL MULL,
SEE CORRESPONDING DETAILS MULTIPLE MULLIONS ,T
FROM FIGURE 1 ABOVE 7)IF THE MULLION CAPACITY(LBS/FP)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFP)FOR THE -L' NO.58705
OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS
VALUEA LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FORTHE SAME SUBSTRATE - /�q�" _-
STANDARDS USED: 8)VERIFY THE DEIGN PRESSURE RATING(LBS/FT)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION ���'•, 1 �
S ' �
*2014 FLORIDA BUILDING CODE(FOCI,5TH EDITION b TE F
•ANSIIAFBPA NDS-2012 FOR WOOD CONSTRUCTION CAPACITY(LBS/FT')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION TC'•,•FLO_RIDP••'•
PALUMINUM DESIGN MANUAL,ADM-2010 PRODUCT ASSEMBLY.
OA1SIS1O0A7/S2-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FOR A PERMIT. ijSS/ �p1 �tiJ�`
A.LMN�NIµyFR`P.E.
FL P. . 58705
DETAIL A: DETAILS: MULLION IN t�
MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BUCKSTRIP PER ANCHOR,
OR WOOD FRAMING WOOD BUCK AND MASONRY ATTACHMENT SEE SEE TABLES 0.16E
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS.
�, LID
a
ULLION I I SHEET 1. 0 mITU
EE SHEETS 'o b I MIN 2.7%SI ....,• EDGE tu
23 FOR HOLE .d I I CONCRETE OR CMU' I__��INSTANCE, J W
EITHERTHE I I I OCATIONS I. I ,I SEE SEE TABLES Z
STANDARD OR ° I I EDGE DISTANCE 1B•16B g iY In
OFFSET MULL ,e �'E I e FOR MASONRY LLIQ .� 0
DISTANCE ANCHORS O F-
'd SCREWSODe od ° SIDE VIEW 7 Z COJ
r2 60'MAXFOR d, ~ 0 J
ALL MUWONS o.
.. EfLHER THE � H
0
'4 .. OFFSET MULL z 12 L�
L✓s' da CLIP MAY BE Z Q'
EXTERIOR ¢g� 9
ua A INSTALLED BY 5 Z
Tmsa>ErnoD. Z CL
c d EDGE .. v
.d DISTANCE a4
ed 0 Q N o
e d FOR
MASONRY o Z
° THE OFFSET CUP tg ANCHORS � CD
< RECOMMENDED FOR �
FIN FFAMED
EXTERIOR °° wnnoows.BUT MAY LU Q Y
ALSOBEUSEDFOR 4 � (q
OTHER FRAMETYPES. V Z Q 0 0
La ZOO s0
m
TYP.ANCHOR
P P.ANCHOR
RATE, PERSUBSTRATE,
TYP.ANCHOR SEETABLES ATE, SEE TABLES I8-168
PERSUBSTRATE. SFETA L
SEE TABLES 18.168 EDGE/EDISTANCE BUCKSTRIP
AND
SEE TABLES ATTACHMENT
EMBEDMENT BUCKSTRIP iB-188 ':.1•"d` BY OTHERS,
AND EMBEDMENT• �•.,: SEE NOTE 1.
.... �..:: ATTACHMENT ..•...•.. .
J '�.,... SHEET I.
OTHERS, ... ... .
SEE NOTE 1,
SHEET I. ._ MIN 2.7 KSI CONCRETE OR CMU
FRONT VIEW PRODUCT REVISED
as complying ad will, I7trlda
SIDE VIEW
: Building Code
FRONT VIEW Acwptanw ds���
E imUDRDate /�p21
INSTALLATION NOTES:
Miami hodllel
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 OC��IYNN
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE �� •'10ENSE '•.,'P
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE `t�•' 4
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. 58705_ ��
�`� No.
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. — a
T, ° l6 w
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3, S E OFolk
a
5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED '�4Q •'••......0?;•'••, `
ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. ,/ SS �C �
A.L'('fdNIMILLEf7��.E.
FL P.E.#58705
DETAIL E: —
DETAIL C, —I 126 MM MULLION TO MULLION
MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES:
U-CLIP^SON a
MASONRY STRUCTURE ( ) 1)MAY BE INSTALLED IN"TEE-OR'GROSS' o
(STANDARD CLIP SHOWN) INTERSECTIONS.
a
gx o
VAI
L
IE2)MAY BE INSTALLED HORIZONTALLYTYP.ANCHOR (SHOWN)ORVERTICALLY. NPER SUBSTRATE, c ,
SEE TABLES 1B-13B 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 E m
OFFSET MULL j I FOR CORRESPONDING MULLION. En
CLIP.
1 1 1 g TOP VIEW Z
INSTALLEDBY I I p ° EDGE DISTANCE MULLION co
THIS THOD. I II I TAy .. FOR MASONRY
1•g
ANCHORS VARIES'-f��l - J W
1 I I<I 012 STEEL SCREWS. Z
SELF-DRIWN0ORPR&DRILL w M 1n
\;MULLION AND USE SMSLLI
m
A .4 ` m C3 Q
A. MULLION a7
EXTERIOR 4 s O j
EDGE DISTANCE THE OFFSET CLIP IS
FOR MASONRY ° re RECOMMENDED FOR
ANCHORS '' - FW ?FAAMED LINTERSECTIONWIND 7 j
ALSO BE USED MAY U-CUP ,,/'�
8 ALSO BE USED FOR Lf �L Z
OTHERFRAMETYPES. EXTERIOR
J
TYP.ANCHOR '.4 Q Z
PFRSUBSTRATE. d Z Z ¢ C
SEE TABLES IB•138Q e O Z N r
TYP.ANCHOR SEE SHEETS 21-27 FOR CO
BUCKSTRIP
PER SUSSTRATE, HOLE LOCATIONS
AND SEE TABLES 10.13E N Q
(n JJ
FRONT VIEW EDGE W
ATTACHMENT DISTANCBY E
ENIBEDMENT4, SEE NOTE 1, SEE T10 13B H Z to
1 •. SHEET 1, a•i EDGE Q — O
:..'. �° - •:.-.: DISTANCE
MIN g mp W
F �
MINSEE TABLES
2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 184313 SIDE VIEW 3$
FRONT VIEW SIDE VIEW DETAIL D.
MULLION ATTACHED TO
STEELSTUD
(STANDARD CLIP SHOWN)
INSTALLATION NOTES: STRUCTURE
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR
A - PERSUBSTRATE.
SEE TABLES 113-13B
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION A.
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE \ SEE SHEETSFOR
2123 FOR ¢�c PRODUCT REVISED
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE ` HOLE as complying WIN the Florida
FOLLOWING SHEETS.FOR DETAILS A-D.EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS Building Code
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. \` Acceptmlce py>ro•�LI$•63
MULLION Expiration Date /fo21
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. Mi Dada
5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED EDGE
ELCO ULTRACON OR ELCO 1W S.S.AGGREGATOR MASONRY ANCHORS. DISTANCE
FOR STEEL STUDS THINNER THAN SEE TABLES `♦ \J...
FRONTVIEW 100A AND COMPLIANT WITH THE FLBUILDING 1EI-13B 'Z`,•• �P
CODE.A 2X WOOD BACKER MUST USED. l ���- 41GCN SF •,•••i} % '
" ATTACHME NIT BY OTHERS. _
EXTERIOR USE WOODANCHOR SPECS SIDE VIEW _r NO.5Sf05
NOTES:
1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD =��•�4 "
ANCHOR VALUES MAY BE USED. (7 S �� 4U T'A.1 .4
� � '•.FLCRIOP•' ��y`�
2)SEE CORRESPONDING MULLION TABLES,
SHEETS 5.20,FOR QUANTITY OF SCREWS. A.tYNfjI I�LEIZ RE.
FL P.E.#58705
DETAIL F: DETAIL G: DETAIL H: �
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP) a
SEE DETAILS A-E, 30.OR 45• u
SHEETS 2 AND 3 FOR PISTALLATION BAY MULL
TO SPECIFIC SUBSTRATES. C4
MULLION m
O I� O Z � 1(—q
O O O LLj
O O O 0 O O _
O O TOP VIEW m o y
I W O o 0
SIDE VIEW to TOP VIEW I 1 i M y
SHOWNWRHI•X4'x.125• I I I I {� Z J
MULLION i TYP.ANCHCR O 7
I PER SUBSTRATE, V m
EXTERIOR 1� I i i SEE TABLES I5B OR 105 z
j TYP.ANCHOR EXTERIOR
STANDARD MULLION CLIP I I PER SUBSTRATE,
MODIFIED TORT FIELD I SEE TABLES IB-14B Z
" I Q T
CONDITIONS. I 12'x 6'ANGLE CUP, z Z Q 01 p
I I I 2 PER MULLION END,MUST BE Q N
I j I I I INSTALLED INSIDE OF BAY MULL FQ.. F, Z OD
O
MULLION
j 1 jI I I 1 O Q Y 1 F `1
2•xsx.125' F=• V) to 0)
I 1 ANGLE CLIP, V Z Q
I 2 PER MULLION END, Q
MUST BE INSTALLED 0. Z Y, co
I 1� I INSIDE OF MULL.
I I
I
""_TYP.ANCHOR b
PER SUBSTRATE,
SEE TABLES 1B-140
INTO WOOD,
ALUM
STEEL,ALUM
INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR
ALUM,CMU OR MASONRY MODIFIED IN-FIELD.
EXTERIOR WOE. �- ®`
O.
BD 1WO `�� PRODUCT REVISED p(:P @ to complying with illo Flotilla
Building Code
1,P7 INTO WOOD,STEEL, 4� Acacplmlcc No{(p—OZ1a
•
AL UM,CMU OR MASONRY 1 EDGE O Expitolirm Dale Z)
® ® DISTANCE Dy
PER 41mdl Product
ANCHOR
EDGE
DISTANCE E NOTES FOR INSTALLATION OPTION G&H: ��\ ,I�YNN
PER ANCHOR O
i
1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. ��'��•'�\GEIJSE•''•F'Q'
NOTES FOR INSTALLATION OPTIONS F: X•'
2)DETAIL G:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE ;k 1J0,Ci8705
1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26•X 2.11•X.125-MULLION. LOCATIONS.
_ c I
2)SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H.SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE
LOCATIONS. f� TE
3).THE 2X5 CLIP IS NOT SUITABLE FORTHIS APPLICATION.
�'.,gFIOR�OP'' �
FL N58705
TABLE 1A
Mullion Ce acl Table Ib e
Opening Wlcith(forvetticelly sparnlrg mullOns)or Opaning HelBht(for horizontelly spartYn9 mtil on9)
Gain 601n 701n So in 90 to 100 in 1201n 1401n 180 in
Rec.2om Rap,78arp. Rectangulm 7wIllang. Rect.nguim 7hprr4m. Rectnguko Trowvxp. Redarai t"ndang. Roden" Tm10Tno1111. Rouingai" 71epRdang. Rectavgder 7b"ang. Ract.ng" 7reprTn.-D. S
IIt2X.126 Loafing LondnO Lowing Loedkg Londe Loafing taadkg I.oedig Lo.dng lmdng Loedn9 Leafing Lo.dn9 leafing Loafing Lowing loadNp Loafing sYu u
Alum. L_ _ y re
z �L
42R 111,91 403 128.6 332 63.2 408 1115.6 323 78.0 406 107.5 321 69.9 408 104.1 319 02.1 406 104.0 319 55.9 408 104.0 319 48.8 408 104.0 319 30.9 403 104.0 319 35.0 408 101,0 Ma
481n 74.0 312 83.8 258 62.4 312 73A 252 5&5 312 97.0 248 48.0 312 03.2 248 41.6 312 81.3 244 37.5 312 01.0 244 M.2 312 SLO 244 Me 312 61.0 244 23.4 312 61.0 211
60b2S In 87.9 281 70.8 T31 fi32 All 81,fi 228 4e.e gal d3.7 72A 39.0 281 52.1 223 3&5 28f 50.1 2T0 31.9 281 49.3 219 26.6 281 49.3 219 22.8 281 49.3 219 1 20.0 281 49.3 219LU
o
541n 52.0 247 57.6 T07 43.9 247 49.6 202 37.8 247 44.8 109 32.9 247 41.5 19G 20.2 247 139.4 194 26.3 247 35.4 103 21.0 247 38.1 19 18.5 247 38.1 113 16.4 247 38.1 183 m O O
M
e 6061 38,{ T00 412 170 12.0 200 35A 16a 27.4 200 31.3 iW 21.0 20O 2a0 160 2L3 200 27.1 139 1&2 200 26.8 157 1&0 200 23.0 1S8 I-- <0 J
5 63(n 33.1 lei 33.3 155 27.6 161 30.3 1S2 23.7 lei 26.9 149 20.7 lei 24.5 148 1&4 161 7L8 144 16.8 lei 21.7 143 J
a
Ba In 28.9 165 30.8 142 24.0 165 28.1 139 20.6 165 2&1 136 10.0 �W34 Z
721n 222 119 23.3 120 18.6 130 19.0 2 W W
78N 184 125 19.7 109 15.7 126 Me IW ? y Z
78In 17.5 115 1&2 104 a •"1
Z 7 Q a1 p
TABLE 1B ANCHOR CAPACITY ADJUSTMENT FORMULA: Q 2 Z N
Anchor Ca ncl Tab10 be F to a;o 0
ANCHOR CAP.„v:: _ rq N I a
6ub11nle: 2.7k Corotete 3.5k Canc. tloOax CMU F'aM CMU Pi Wood Metd (DP_)X 1 ANCHOR CAP.,,,
di6'Eko 111'68 Eko N16'Elw 114•SSEko WO S1ee1 /1281ed /1261ce1 MULLION CAP.,,a,,,,,/ W x
Anchor Type: 311W Eko UOncn 1f4'Eko Ukmcm 3r18'Eko tAOecan 1/d•Eko l9tracan N Y AnchorCllpPaNema uW9cat A9picGotar U.... A9gfaG.kr acnvr(05)Sc-(05) 8crew(OS) USE THIS FORMULA TO OBTAIN THE'ANCHOR of
Edg.Whence(toy, 1' 2-lir i' Wb
6• 1• 2-trr� 1• 2-12' 21 3/r9• r 0.48' O.W 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN U X Q W
Embedment m I-W 1.314' M4' 1-114' 1.114' 1-114• 1-11P 141V 1.1M' r 131a' 1-3V %ones ACTUAL PRESSURE REQUIREMENT FOR THE d..� Z y
2 Anchm FMS'Mln.0.0.181en aul or O/cat Clip(Fig.1k 390 Ws 3901bs 450 Ws tbs 2TOIbs 2801be 354 Ns 7+o ks 374�m sa4les 94e ms 34t me 44z Iw sso roe OPENING,WHEN IT IS LOWER THAN THE MULLION
4 anctxx.®t.1s•Mtn O.C.r smm®d(orobeq cep(Fb.2k 480 Wa 700 the WA NIA WA 3601be MA WA WA WA WA 682 W. 885 W. 1120 W. CAPACITY(FROM THE TABLE)OF THE SELECTED
2 A.Z4 Anchom Q Then.O.C,1(2)2,5 Angla Mp./(Fig.3k 780 Ws 780 W. GM W. Ws 510 W. 680Iw WA 760 Ws 748 We 8e0 roe 188216. 882 Ws 885I� 112010s MULLION,R WILL YIELD A MINIMUM ANCHOR b m
C DAV M t.O.C.r U421p,kno.12Y AWm.(FIg.4k WA WA WA WA WA WA WA WA WA WA WA N7A 716 a. CAPACITY WHICH MAY BE USED TO QUALIFY
1Anctarl Fc/pfflg.5k 1B5®a 1951W 223W. tbs 135 m9 140 me 177 Ibs 370Ibs 157 foe 33211. 473Ib. 1701bs 7lf lha 2800» ADDITIONALANCHOR OPTIONS FROM THE
2Arrolron 1.15'Mfn.O.CJF4Yp(Fi9.8k T40 tfb 350 Po. WA A WA t90We WA WA wA WA WA 91 r. N2 ne l±60M ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP.
FIGURE 1: FIGURE 2: TABLE NOTES:
PRODUCT REVISED
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. 9s complying withiho Flgrift
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000' Building Cock )
Arneplanw No IG'O
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING MDT14S IS ALLOWABLE. r Ex imti Due J
FIGURE 3: I By
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Miami a i
0
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,000•
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED L .125' `��� 1-YNN AlIze
CONCRETE BLOCK UNIT(CM SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED
YELLOW SOUTHERN PIN
FIGURE 4: FIGURE 5: FIGURE 6:
E WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' I
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1'X Y X.125'MULLION
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND �' No.58T0�
• THE MATERIAL.I110$#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S.
Z OF
CSC..rLor+loM�C�C�\<
A.L NN�1 OA'AI.
FL P.E.#58705
TABLE 2A _
Mullion Capacity Table efRt - an
OpeningWldlh(forvBldcaRyspand niWons)or Opening Halght(for h9dwnte9ysparWrgmUllon3) G+� 5
601n 601n 701n 00In 00In 1001, 1201n 1401n +6o In fl. O
Reewwtar 7mpTAag, Rerlargrdar wrilan9 Ratenow Twm w, RegengWer 7mplydanp- Rmlangular Trop/Tdeng. Rectargular Tmp'Tdarg. ReolanpWor TmPri lerg. ReclengWa Tmplrneng. Reclaaguler T-wd-nR nd.,
1x2X.375 Loading l-ding Lm®ng Loading Laadkg Lo"Tu Lonzo Lcadln0 Loadirg Loading Loading Loafing Loading LoaD:ng Lcaft Loaft Loading Loading pY
Alum.Tube y. y. S
N
g (n
MuMon
42 k1 V0.01 S20 170.0 435 U1.31 662 170.0 478 129.7 682 170.0 606 113.E B62 169.5 518 100.9 6M 1Sae 517 90.8 662 16fl9 617 76.7 682 16a.9 517 64.9 682 16ag 517 58.7 682 18a9 617 0
48In 121.E 697 13d0 419 101.4 $W tta2 NO 88.8 507 +0a7 403 7a0 607 1028 399 87.6 507 99.6 397 M8 ON Ba0 398 50.7 607 99.0 396 43.4 507 99.0 398 360 607 90.0 396 J W
5SMIn 103,7 458 1148 379 W4 458 949 371 74.1 458 90.5 384 64.8 456 64.6 360 57.6 456 81.3 857 61.S 456 80.0 366 4a2 456 80.0 3W 37.0 456 80.0 356 324 456 80.0
541n 85.4 400 03.3 338 71.2 400 80.9 328 61.0 A. 727 322 53.4 400 873 ate 47.5 400 64.0 315 427 400 623 314 356 40D 61,8 313 30.5 400 81.8 313 267 400 81.8 313 W O
m M H
601n 623 324 68.0 278 51.0 324 67.5 270 M.S 321 a1.2 284 3a8 374 4a9 290 346 324 43.0 217 31.1 324 42.0 255 26.0 324 40.5 253 22.2 324 40.6 253 19.6 324 40.s 253 m J
83 dt 53.e 294 51.4 252 M.e' 281 49,2 248 3a4 294 43.6 241 3a0 294 39.8 237 We 294 37.1 234 20.9 294 35.2 232 22.4 284 33.5 230 19.2 294 33.4 230 10.8 294 33.4 230 -1
%N 4aB 268 49.6 130 39.0 268 424 225 3J4 268 37.6 721 29.2 258 341 216 26.0 288 31.8 216 23A 288 29.8 212 195 268 28.0 210 18.7 268 27.7 200 14.6 268 27.7 209 - Z
721n 3&0 225 37.9 196 300 225 32.2 191 25.7 229 29.4 188 226 225 2S6 185 20.0 225 23.6 182 1a0 225 221 180 15..0 225 20.3 177 728 226 19.8 175 11.3 225 IRS 170
76In 30.6 202 32.0 171 255 202 27.2 173 21.9 202 23.9 170 18.2 202 21.6 1e7 17,0 2m 19.7 165 15.3 202 16.4 163 126 202 %7 10D 10.0 2D2 15.9 158 9.8 202 75.e I56 IL Z
781n 28.3 192 29.0 188 23.8 19! 25.1 165 20.2 1B2 22.0 162 IT.? 1D2 19.7 159 15.7 193 1a1 157 14.2 192 IRS 155 11.0 102 15.2 152 10.1 192 144 150 a.9 192 14.2 150 Q J � 7
60In 18.5 144 19.0 129 1a4 f44 1d1 120 Z = Q C
H Z N.O
Bs h 162 127 15.8 113
TABLE 2B �o�
AnchorCe as Table Ibe ANCHOR CAPACITY ADJUSTMENT FORMULA:
ANCHORCAP. ` W X Y
S irate: 2.7k Corcr4la J.6k Coro. HOaoW CMU FBk4 CMU PT Wood Mew (DP,,,)X( J=ANCHORCAP._ Ir
5If 6 Elco /14'SS Eko 5I18'Ew 1/4'SS Eko N10 aleel 112 Stael 412 Steel MULLION CAP-.o„"" f;- N rn (A
Amharype. Yf6'Etw UlBecan 1!4•i:ko lntmeon J/18•E1w tltrecan iN•Elco llamcan
AnehorCllp PaR0m6 � Uamcon AkgreOala lltrxon AgpreGala Sorclv(GS)Scraw(Os) Son:x(OS) USE THIS FORMULA TO OBTAIN THE'ANCHOR V X Q
Etga Olst4ma9nk 1• 2•vr I. 2-vr 3.11a• 1• 2.1Ir T a4m z 3.U8' 21 0.48• o.54' 0.324• CAPACITY REQUIRED•CORRESPONDING TO AN d•-� Z 0
Embedment(In): 1-T48 V3144 1.314• +a/4' z 1•114• MIA' 1.114• 1-114• 1-1/4• 1.114• r I-We* 1ar8• bdea ACTUAL PRESSURE REQUIREMENT FOR THE $� �0�.�
2 Aro4wm 4J 4.75-MkL O.C.r Standard crOBaet al(Fg.1): 39DM 39DIM 4501bs 890w 16449 270w 200w 354 The 74ame 374lbs 6641aa 84e1ba 341w 442 lbs 560 Ba OPENING,WHEN IT IS LOWER THAN THE MULLION tg1
4 Anchom®1.15•Mkt O.C.1 Standard(a Oaa40 alp(Fg.2k 480 @a 700 w NIA WA NIA WA 3B0 w WA N/A WA WA WA 682 mi 6a5 m 1120 fM CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Amlgm C 3•F&L O.Q I(2)2a5 kKN ale/(Fig.3T 780 w 78D me OW lM 1560 w lags w 540 w 5001bs WA 760Ins 746IM 6801M 1892 fin 682 fsa W5lbs 1t20 tM MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 AnchmQ 0A5•Min.O.C.1Ualp.kdo.125•Afwn.(Fg.4t WA WA WA WA WA WA WA WA NIA WA WA WA WA NIA 7151ba CAPACITY WHICH MAY BE USED TO QUALIFY
t Amtx+I FCOp(Fq.5): 1B5 w 195 @a 225 ms 445 w 8221M 135 w 1401M 177Ibs 370lbs 1871bs 132 as 4791he now 22t Ind 2BO w ADDITIONAL ANCHOR OPTIONS FROM THE
2Amhae 1-15'MM.O.Cl F-W(Fg.81: 2400a 3501Da WA WA WA WA IW WA N/A WA WA WA J11 gs 4421M 5601M ANCHOR CAPACITY TABLE
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE2: TABLE NOTES: PRODUCT REV1S D
It-1
plying wild fh0 Fter&
• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, itding Code
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -`•� 1.000• �-- Aceeplance No I -O •D1
Expiration Date
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. By
FIGURE 3: Miami a product
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2,000' 1 I 1 I
. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. 4f 1!!
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I `�\\� LYN
Al i�
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED L 375" Q'c��,�'• VGENSC'��C;p j
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED
FIGURE4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.12S _ No.58705
THICK,STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1'X 2-X.375•MULLION
® LEAST,125'THECK AND#12ANC ANCHORS
WOO METAL AYBES LL EEL.18ENDAT S.S.ORAST3SCREWTHREADSBEYOND •- )3 Q D.'
THE MATERIAL.#10&N12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. i0� SS Fb �U
ON
A.LYNN NIII4tIE13,P.E.
FL P.E.#58705
TABLE 3A +
Mullion Capacity Table iffisfiel
Opening Width(foraerlicaoy-spanningmUllore)orOpaning Height(for hodmnligIVspenringmu0ons) � a
501n 60 in 701n 00 In 901n f001n 120 in140 in160 In (3
RecNnodar 7felYMeng. Red.og"lr Treprrianx R"IffloWar 11ap17B®g, Re laniI ler Tmpnilmg. ReatengWar 11apriflen8. ReclM-a Tmplydang. RectevAbr Trewmang, Recta
1 x 2,76 x loadn9 Laadifg loafing Loafing Laadbig Loading LeadnB loading Loading Loading Lowing WidnO Lading Loading Loaddbgw T no. RL. h Loadno
S :
21'
.375 Alum.
CO 1L1,0
Tube '�.. @g,. 'a� ,. LL
MulBan �. ��' � t7 3� � � � d� � �' � �� N
42In 170.01 620 170.0 435 1'/0.0 7N 170.0 47a 170.0 868 170.0 500 170.0 09d 170.0 519 170.0 1118 170.0 621 170.0 1240 170.0 521 146.7 1301 170.0 521 127.6 1301 170.0 521 111.E 1]Of 1700 621 0
J
co
481n 170.0 700 170.0 624 170.0 850 170.0 684 170.0 892 170.0 830 170.0 1131 170.0 661 tSt.8 1139 170.0 871 1]0.8 1139 170.0 880 113.9 1139 170.0 600 97.8 1139 170.0 680 85A 1139 --- 680 -j Z
50.825 in 170.0 747 1740 503 170.0 896 170.0 031 187.0 1032 170.0 684 140.0 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 756 63.9 1032 170.0 750 73.4 1032 170.0 756 Cr rn
611n 170.0 797 170.0 612 18t.3 907 170.0 081 1362 907 181J 730 120.0 807 1625 720 iW.B 907 115.0 714 86.5 907 N1.1 710 e48 907 110.0 T09 00.1 00T 140.0 709 50.5 00T 140.0 T09 m 0
801n 10.1 735 151.6 625 117.6 736 130.3 Bit 100.6 735 110.0 609 68.2 735 106.2 .590 711A 735 99.5 683 70.5 745 95.1 678 58.0 135 91.8 574 50A 735 91.5 574 44.1 735 918 674 H � J
831. 121.9 t160 130,0 670 101.8 888 111.8 651 87.0 668 9e9 847 78.2 668 90.1 53e 67.7 No 53.9 531 60.9 ON 70.5 528 50e 665 VIA 521 43.5 666 75.8 621 36.1 •666 75.6 621 � V '•-I
6BN f08,0 607 1121 522 08.1 607 98.1 511 75.7 6W 85.0 501 68.2 607 T7.1 493 S10 607 71A 4B8 63.0 801 Q7.5 4e1 NZ 807 83.4 47e 37.8 807 e27 471 33.1 607 82.7 474 Z W g m
72N e1.e 510 85.8 NS 68.0 510 73.0 474 613 10 64.3 420 5t.0 510 67.9 410 414 510 53.3 413 40.8 510 50.0 408 34.0 Me 45.9 402 29.2 510 N.4 3.98 25.5 5f0 44.3 3" a
786E 68A ISB 72.6 400 67.5 45e 81.7 392 49.8 155 51.1 3B5 414 /58 4e.8 '378 33.6 455 44.6 373 3/.7 45B 41.6 368 23.0 455 37.7 262 24.6 453 30.0 359 21.7 455 35.7 358 ? .J.I a�8gt'
I
76 in 64.2 435 61.0 331 53.5 435 58.6 373 45.9 435 40.8 360 40.1 435 44.7 360 35.7 435 40.9 355 32t 435 384 351 26.8 435 34.4 344 22.9 435 32.6 341 20.1 435 32.2 1 340
go in 41.6 327 43.1 290 34.8 32T 36.4 285 29.9 32T 3f.e no 26.t =1 28.3 275 242 327 25.7 271 20.9 327 23.7 269 17A 327 21A 282 N.8 327 18.3 25e � N Q N O
BBN 3{A 287 39A 257 28.7 281 29.0 252 24.6 287 26.0 2Ae 21.8 207 23.1 2N 18.1 2e1 10.9 240 17.2 78T 18.9 237 14,4 207 16.9 232 F-. X>� 00 n
t00N 24.2 227 24.7 205 20.2 227 20.8 201 17.3 227 10.0 I86 15.1 227 10.0 195 7�yi �
ttl N 22.3 20 22.7 104 te.5 No 19.1 fall 16.e 215 19.6 18e W _
120N I 17.6 I fell mg 101 � N Y Y
TABLE 3B
ANCHOR CAPACITY ADJUSTMENT FORMULA: a--� Z N
Anchor Capacity Table fibs) ANCHOR CAP-,„,, _� OO
subolmta 2.7kCamMe 3bkConn. HdoxfY4U FiSMCMU PT Wood Metal (DP„)X -ANCHOR CAP.,,,
5110'Eko 111
ss Eko 5H6•Eleo 114.69 Eko 0108lee1 812SWe1 81231ee1 MULLION CAP. ,, O
AneharCllpPatteme Ar�chorTgpe: 3/t6'EkoIfilmon 1/4'EkoUllrae.n NOocon 31t6-EkaU1twwI 114'EkoUgm.dn ABBresG5W I11acon AWreGaw S.mw(GS)S4rew(G5) sraow(Gs) USETHIS FORMULA TO OBTAIN THE'ANCHOR 41
Edge Chtame(k): 1' 2-Ur I- 2-tir 3-1l8• r 2-Irr 1• 2-trr r 341W r 0.46• 0.541 0,324• CAPACITY REQUIRED'CORRESPONDING TO AN
Embednrs0(N): 1.314• Iar4• taro• IarT r 1-114' 1.1/4- 1-111c 1-114• 1.1/4• 1414• 2' 1am• tam• fade• ACTUAL PRESSURE REQUIREMENT FOR THE
2 Amlwn®1.15'Min.O.G Istand'ndwO5ae1 pq(FIB.1T 390 ms Sag ft450 V. ego ft1at4lba no ma zeo lbo 351 me 740 ma 374lbe 664 tea 948 P. 34t wa. 442ib. Zen OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Amtlwe®t.16•MIn.0.C.1 Standxd(arOlbeO C8p ft.2), 4601bs 70011 N/A WA WA WA 3801bs WA WA WA WA WA 6821W 6e5 the 1120 rO CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Amhae Q Y Mi.O.C.1(2)2.5 Angle Cape r(FIB.3Y 780 to 780 ft 66018a 15601bs 169618E 540 We 560 Ibs WA 760 2E 748Ibs 680Jos 1892IbS 602 bs 885 ft 1120Ihs MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 Ambom Q DAIS-Mi.O.C,r LLrJq.Into.12S Akin.(Fig. WA WA WA WA WA WA WA WA WA WA WA WA wa N/A "It
CAPACITY WHICH MAY BE USED 70 QUALIFY
1Ambw/Fcsp(FIo.5k 195 en 1BS Ibo 225Aa 4451ns e2218e 135 on 110Ib3 177 Ies 3701b3 1871be 332Iba 473 Ws t70. 2211m FIDE ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anchme@IAA-MN.O.CJ F431 .5: 240 ms Mi WA WA I WA I WA 190Ibs WA WA WA WA I WA 1 311 Ias I 442rbc 1 560I1,3 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,
PRODUCE RRVISBD
as complyin6 with lho Fla"
Building Cod.
FIGURE 1: FIGURE 2'. Acceptanto N9 T;G'0
TABLE NOTES: _
• --1 1.000' L'xpimlfon Dote 202L
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.- IIr Mi i da P"rmol Control
FIGURES:
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE I 0 /1
'�> >( LYhfIV A,
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750• �\\0 •.ENS';,lee
0 -1 r- HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No,58705 '1C
ANGLE CLIP MUST BE USED IN PAIRS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED -
FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL BE PRESSURE-TREATED 375'
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T5 AND SEA MINIMUM OF.12V $fit 6 /a
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 ANO,045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT U 9 E
LEAST.125•THICK AND A35.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND t'X 2.75•X.375'MULLION %'��•,-/'(ORI
THE MATERIAL#10 ANCHORS INTO WOOD MAYBE STEEL.18-8 S.S.OR 410S.S. �i S """• \��
4ER,P.E.
58705
TABLE 4A �
Mullion Capacity Table IbW W � F14
Oponing Width(for uef7icDl annirgMLIlons)or0 enlnpHeight(forhodwrlely-sperNrgmi6ons)
Sol. 6o In 701n SO in 901n 1001. 1201n 140In Twin O
IXZISX Recte09dm 'fir"Mmg. Rectan9Aar TmpQdan9 R.otmgdm RWIllaog. RadenpJar T1ap7dang. Raotengdm VWTdmg- Reclon)pler T plTdmg Ractangulm TN"miB• Reolemgdr T.V11I.g. Rixtwida WMdeng.
.650 Alum. s n
Loading Loaan9 Load'69 Loading Loadng Loading Loadng Louring Loading Lowing Lmdng Loading Loedmp Loft Loading Loadng Loadng l.oscing
Tuba gig F a u$, nil,. a .. ^ d
Mullion Of
s z °gym
0 1-
42b 170.0 820 170.0 135 170.0 TN 170.0 47e 170.0 088 170.0 500 170.0 992 1 170.0 518 1T0.0 1118 1 170.0 521 1170.0 iTAD 170.0 52f 170,0 1408 170.0 521 150.7 1820 tiD.O 521 136.E IBM 170.01 521 J 111
45 In 170.0 700 170.0 WA 170.0 SWO 170.0 5M 170.0 9B2 170.0 MIT 110.0 1 1133 170.0 661 170.0 1275 170.0 077 170.0 1417 170.0 680 141J 141r 170.0 BBO 121.5 1417 170.0 880 /08.3 1417 170.0 880 j Z
SO.e25M 170.0 7q 470.0 583 170.01890 170.0 631 170.0 1046 170.0 681 170.0 1185 170.0 723 16ZB 1266 170.0 717 148.3 1288 170.0 756 121,9 1288 I)0.0 758 1104.5 1260 t70.0 758 BIA 1286 170.0 750 W C.a 0
54 In 170.0 797 170.0 612 170.0 VMA 170.0 691 1T0.0 1116 170.0 754 150.7 1130 170.0 803 IUD 1130 170.0 037 120.E 1130 170.0 853 INS 113D 170.0 801 89A 1130 170.0 $61 75.3 1130 170.0 661 m o
M
00M 170.0 e05 170.0 701 140.5 915 1823 761 125.5 915 iN.6 740 109.8 915 132,3 735 97.8 916 127.9 728 67.8 915 116.5 720 732 B16 114.4 715 02.0 915 114A 715 54.9 915 114.4 715 F J
6319 MIA NO 101.0 710 12&5 O30 135.9 694 1085 030 1232 661 04.0 00 11Z,2 670 84.4 830 104.6 602 75.0 DID 99A am 63.3 8J0 94.5 048 S12 830 94.1 04B 47A 030 91.1 818 ? U
OBIn 132.1 757 140.0 BSO 110.0 757 118.8 63B B4. iL
J 757 105.9 624 V-5 757 98A 814 73A 757 69.1 ON 60.0 757 942 OW 55.0 757 70.0 69] 472 757 70.2 601 41.3 757 702 591 Z lU g
S 721n 101.7 836 106.6 662 84.8 638 97.0 S40 727 e3B 60.1 530 83.6 936 722 521 50.5 638 68.6 514 50.9 #_2
5 4Z4 638 572 500 30.3 8M 55.3 497 31.8 636 55.2 497 2 J W
Z 78 To 60.5 571 00.4 408 72A 571 7d.6 48B 6, 571 67.4 479 54.t 571 60.6 471 48.0 571 55.5 484 43.2 0 38.0 571 47.0 451 40.9 571 44.8 447 27.0 571 44.5 N8 - � �C
78 In 80.0 542 83.4 414 68.7 542 70.6 465 57.1 542 62.1 456 50.0 542 55.7 449 44.4 642 61.0 442 40.0 7 331 642 42.9 420 28.6 542 40.6 425 2&0 542 10.1 423
901n 52.1 407 5J.7 301 43.4 407 45.4 3W 372 407 39.8 349 325 407 35.3 30 26.9 407 32.1 3M 25.0 4 21.7 407 20.1 327 18.6 407 24.1 322 16.3 407t0 Z NBB to 42,8 358 N.i J20 95.0 J50 J7.2 J14 ]0.7 350 32A 30B 2&8 J58 2d,8 J01 2J.8 J56 28.f 3D0 21.5013
0 17.9 350 21.0 209 15.3 353 19.2 234 XO
f08h 30.1 287 30A 255 25.1 261 26.9 25f 21.5 263 226 217 16.e 283 19.9 2N 10.7 203 18.0 240 15.1 J17 W 1D
111 b 27.6 267 20.3 212 2J.1 287 23.6 236 19.8 207 20.6 235 17.3 267 1&] 231 15A 28% 16.5 226 D' N 2 4n
i20M 270 229 1 22.3 209 1113 220 16.8 209 15.7 229 182 202
X
Q-� ¢ O
TABLE 4B Z
ANCHOR CAPACITY ADJUSTMENT FORMULA: a to
AnehorCo mity Table be) iop�.O
ANCHOR CAP.,,,,,,,,", D' 02
avbalmie: 27k owwrcio 3.6k Cores. Hop"CMU Filed CIVIL) PTWocd Metal (DP_)X( )=ANCHORCAP•„a $`
61 Is,Eko 11P 83 Eko 51le Eieo 1/4'SS Elco Y70 SIeN Y12 Sletl Y12 Sled MULLION CAP.,,,,,,,,,, ¢'
Anchor CO Patterns AnoAor7YPa: 311GEkaUlkacon 1!4'EkoUllrecon Ulm.m 3firEkollllracon 114•Elwl9lncan tar UOracon /4'SSEmr Spew OS S12S p AcweGa ( ) (GS) Sum(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge Obt-Mk r 2-1rr 1• 2.11r 3-116• r 2-4m I I- 2-Irr r 3-I/B• r 0.46• O.64• o.324• CAPACITY REQUIRED"CORRESPONDING TO AN
Embedment ): 1J14' 1-Y4• 1 V4' 1J74• 2' 1-Il1• 1.114, 1.1/4• viAl 1.114' 14111' r I-w I-W redsa ACTUAL PRESSURE REQUIREMENT FOR THE
2Anh=04,75-Min.O.C.I Slandord a ofaat alp(Fig.It 300%a 3901bs 450Ibs ONIba 1644 On 27016s 2801b4 3541Da 740 Ns 374lba 0(M 046fba 3411Da 442 to. WOM OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anobma®1.1S MM.O.C.l Sludard(a oeae0 Clip(Fig.2t 460 Da 700% WA WA WA WA 38D IW WA WA WA WA WA 6B21be 8851 1120 ft CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Anch-@3•Min,O.C.1(2)2r5 Angle alp+/ft.3K 760 Ra ?an% 080Iba 15W IN 189E ms 540 Poo 5801be WA 760lbs 74a The DW lbs ISO?lb. ®2 ba be H2O IN MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 Am"@0.45-Mm.O.C./U alp,Into.125•ANm.(Fq.4k WA WA WA WA WA WA WA WA WA WA WA WA WA 715 an CAPACITY WHICH MAY BE USED TO QUALIFY
I Ao Z5'F4:8p(F)g,5Y• 195Ibe r&S lbs 2T5 iba 44s ltm 6224a 1J57W 1401bs 177 ft 370 ft 187lbs 33216a 473lbs 170 ke 221 lbs 280In ADDITIONAL ANCHOR OPTIONS FROM THE
2Anbtk g 1.15-Mo.0.GJF•aIpp`I9.B1I TAD P. 3501b3 I WA WA WA I WA 1BOIbs WA WA WA WA WA 341W .4421bn 560 on ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODUCT RF.VISBD
M complying wish 1ho Flo"
Building Code �"o2ys,4:13
FIGURE I: FIGURE2: TABLE NOTES: Acc.p(meo No
-� 1.000" r- Bxp1n11on Dal. J2.Os(
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND 6I4EET 25 FOR INFORMATION ON LOADING. By
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mtassi 11 t
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE
FIGURE 3:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760"
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, P
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACT 301 SPECIFICATIONS-HOLLOW AND GROUT-FILLED
C-90.WOOD SHALL BE PRESSURE-TREATED .
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 050" -'O•'•ar :•!j�
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.125' J- ��
STAI.OF QZ
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(16 GAUGE).STRUCTURAL STEEL TO BE AT ' '� •'•.,F(ORIOP••'• ��`
LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X2.75•X.650•MULLION n ••
THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,16-8 S.S.OR 410 S.S. ��i,,S`S/VIVO-C' ;\•
��LLLL��JJ rl)fill
fsss
A.LYNN MILLER,P.E.
FL P.E.#58705
TABLE 5A
Mulllon Capsofty Tebrs Ibef e c �
OponingWldth(forvartiCa*spaMremdFlons)orOpeningHelght(forhortrvr*a%*,sparrirymd;ons)
50in 601n 701n SO In 901n 1001n 120in 140N login o
RoeNn811ar hey9fanp. R'clagWar Tleplrilarg. Raolar�ptla LsNT1enB• RSC1a1B14ar hepTdelg. RmIftVdar 7taPlTdanD. Redmgdnr TmpRlialg. RWctsn9Wa heprl0eng. Raolengdar Treplldalg. Reolangular Tmpirdonp.
1"x3.125"x laadag Loadng Loadng Lmdng Load09 Lmdng Loading L'adr1B Loading loednp Loading .Loading Loodna Loading Load'D Loading Loading Loodno sY
600'Alum b u a a a I'll,
a,
Tu04
b0Mul1 Fit,?
T�ai
IaB $ la �. 13 �. f �. 4� �. �. .
� �� t. q `try �XsX1At$�S I� E$�S _� e � i � ff �29�y o °c Vie• d S'c drc f dE 3K 2�� a: g=. d 9C d 2 d c rc g 3 gc Se d d8
421n 170.0 820 170,0 435 170.0 71{ 170.0 475 170.0 6B6 170.0 506 1T0.0 BB2 170.0 SiB 170.0 file 170.0 521 170.0 1240 170.0 521 170.0 1486 170.0 621 1T0.0 1Tl5 170.0 621 154.4 1502 170,0 521 J lL
46In 170.0 708 170.0 524 170.0 SW 170.0 584 170.0 BB2 170.0 830 170.0 1133 170.0 661 170.0 1275 170.0 077 170.0 14/T 170.0 880 157.7 1571 170.0 Soo 135.1 1577 170.0 880 110.2 1577 170.0 NO - Q, N
w.a25 to 170A 7t7 170.0 SM 170.0 a99 170.0 63I 170.0 1048 170.0 634 170,0 11% 170.0 723 170.0 1345 170.0 717 f70.0 1481 170.9 758 flt.7 74% 170.0 736 121.5 1495 170.0 758 108.3 U% 170.0 750 LU C) Q
54In 170.0 797 170.0 412 170.0 956 170.0 691 170.0 1118 170.0 754 170.0 1276 170.0 0W 160,1 1401 170.0 837 149.5 14001 170.0 056 co
121A 1401 170.0 w1 tO6A 1401 170.0 Bel 93A 1401 170,0 881 p3
win 170,0 565 170.0 101 170.0 tOB7 170.0 7B7 155,5 11w 170.0 67a 136.7 1156 757.0 828 123.3 Ilia 150.5 01.1 111.0 1156 /49.7 910 025 1155 144.5 BW 78.3 1150 144.5 B03 58.4 1158 1M.5 w3 F J
,G 63N 170.0 930 170.0 745 159.0 1049 170,0 850 137.0 1049 155.5 wa 119.8 1049 141.7 846 106.5 10491 13ZO 0" 9S9 1049 125.5 .B?A 78,9 10{B 71D.J a20 05.b 1019 }feA 819 SB.D 1048 118,8 818 Z g m
Tj 8Bh 188,0 B551�2
789 1J0.0 955 151.3 ON 11g.1 955 133.7 78B 104.2 B56 12tA T15 PLO 955 It2.0 705 83.4 955 ID0.4 757 08.5 955 BB.S 7!B 59.5 %5 Ba.7 746 521 %5 D0.7 746 d
•°3 72h 128b 5076W 107.0 W3 114.9 119 01.6 803 101.1 070 80.3 803 91.2 659 71.4 1103 63.9 649 64.2 8P3 75A 642 53.5 803 722 072 {5.9 503 89A 625 l0.1 w3 w.7 w7 7 L Z
TO in 1092 721 029 01.0 721 87.0 his 75.0 121 6&1 BDS 88.3 72f 70.5 5% 80.7 721 )g,1 5O 51.5 !I 85.4 579 45.5 721 59.4 5w 39.0 721 b8.0 SSI JAf 721 56.1 583 Q ' r-
761n 101.0 884 599 64.2 ON 0BA 507 72.2 654 78.4 578 03,1 864 70A SB7 58.1 884 84A S55 50.5 884 59.8 551 421 881 54.1 641 38.1 65! 51.3 5J8 31.0 8& w.5 514 Z Q o
w M 85.6 51445e 51.8 514 67.3 440 47.0 614 60.0 440 41.1 514 44.6 433 38.5 514 40.6 427 329 614 37.3 421 27A 514 33.0 412 23.6 514 30.4 405 20.6 514 20.0 403 Q q Z N
%M 54.8 61404 152 452 47.0 398 3e7 46M 40.E 3SO 33.9 452 30.4 384 S0.t 452 3ZB 316 27.1 452 59.3 373 228 452 25.0 S85 IBA 452 242 358 10.E 452 22.8 S5S L
1pB to 38,7 357 3Y2 A. 351 3Z7 317 272 357 2 A 3312 23,8 3S7 252 308 21.1 351 227 303 10.0 357 20.E 200 152 357 18.0 2D3 13.5 357 102 287 11.11 357 15.0 263 W N
Ili In 35.1 3382D.2 3J8 30.1 W1 25.0 336 26.1 186 2IA JJB 23.1 202 Its 336 20. 208 17.5 3J8 18.0 2B1 14.5 336 16.5 2l5 12.5 3J6 145 213 I1.0 336 17.0 28B CM �120N 17.7 26B 183 23.1 289 23.7 259 18.8 289 20.5 2!i 17.3 289 16.1 252 15A 288 16.3 24B 13.8 259 14.8 245 11.6 288 126 240 B.D 289 11.4 236 a.7 289 10.{ 232 Q Q O O
TABLE5B ANCHOR CAPACITY ADJUSTMENT FORMULA: �mOsp
AnohorCe Set TeW61b>I ANCHOR CAP.,,",,,,,
Sooa8at6 27k O0oolde 35k cone. HOBO'a LMU FOm CMU rr wood MBai (OP,,,)X� )=ANCHOR CAP.,,, re^�
5/%Con. t374
k0 Nt6•Eko uT 55 lgw el0StM Al
tn2 Sleet MULLION CAP.,.,,,•..
AncOorlype 3'1c Elw Unra<on v4'Eko Wlacon UB,Fjc 3116'oco U4lam v4•EkoUrt2cw tor u4racon A1greGAor SE"
StWo(GS) Scn:n(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
AnOhorCOp Pelbm■
Edge lYclance 0n) r avz 1• z-vz atnr r z-vz r• 2-v2• 3v8' ? ow• aar 0.32d' CAPACIII'REQUIRED'CORRESPONDMG TO AN
Bmtxonent 1314• lalr 1414• tar r I-VA. 1-v4 1-v4• 5-v4• i-va• 2 1JrB• 1,'B' YdiaS ACTUAL PRESSURE REQUIREMENT FOR THE
2Arcro13®4.Tr81In0.C.ISI3Wanr0108Se1Cspp7417 990 Ws aft
mums 1644IDs 27Oos 2809c 35491a 740101 9 au ars 046 Ms Ulm 4l2 ma rho Ds OPENING,WHI?4171S LOWER THAN THE MULLION
4 AIshNs®1.1Y MYL O.C.I S1a>d301(er 016W)CYP M 21 4PA Ibs WA NIA NIA 3w Da; NIA WA WA WA WA 682tos 665Itsa
CAPACITY(FROM THE TABLE)OF THE SELECTED
4Anctgrs�3•MN.O.C.7�2s5Ar41WCl9s/(F78$ 7w IDs 15w Its' t/e6®5 SODDs 5w too NIn 7a01hs 746®s BED ms te9¢Da La2c6 B88 No MULLION.IT WILL YIELDA MINIMUM ANCHOR
9A0c50n®OAS'MN.O.C.IU4;4p.Nlo tae•74'm.lFlg 4X NIAWA NIA NIA WA NIA WA WA WA WA WA WA CAPACITY WHICH MAY REUSED TO QUALIFY
I AnchOrf FCiy11F19L 5): 105 nns 445 Ms 922 ms 135M 14o1W 177 bs 37o lhs 187 ma s32IDa 473 Ra 11005 22146 ADDITIONAL ANCHOR OPTIONS FROM THE
2 Alxtdi3®1.18'MA MCI F 0 6i 240In WA NIA WA too As NIA WA WA WA WA 811 M 442 ma ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT RRVISIiD
. m wmplyin6 wilh dim Flor)d4
h1.000'�4 Building Cod'
FIGURE 1: FIGURE 2: TABLE NOTES: AcmPtao No
C nation n Dnlo
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 Da6a
LLlilll!lf/7
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND)OR OPENING WIDTHS IS ALLOWABLE. - 3125' •,,,• /(���i i
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 4�'1�.;•��rj[NSE ;�7r�/
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. t
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 7: No.5flT0`I _
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ,500• •' b •w
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM C-9D.WOOD SHALL BE PRESSURE-TREATED -b•• I�j
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' A SSATL-
1•X3.125•X.5'MULLION ' (7 h \��
THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT ••,•)'L OR10,.•'•G
LEAST,125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1•VF MULLION) �� ,....• ��\��
1I 1I . I II THE MATERIAL,410 ANCHORS INTO WOOD MAY SE STEEL,18-6 S.S,OR 410 S.S.
II _II =J ((LL A.�LY�NIM�LLER,P.E.
FL P.E,#58705
TABLE 6A t@�
Mullion Ce acttyTable(lbsfie) • , 16gi
Opening Width(for uellfcally-spanning m0lons)or Opsning HolpM(for)otlmnteBy-spanarg mt/0om) tie
501n WIn 701n BON 901n IOU in 120 In 140In look,
Reetergular I 7MOMI rg. ReclargNer TrepRAanO ReelwgAar TmWlllarg. Reelen9Uar TMOM M Rmiangufsr TreprMeng. &-fergdier Tlepnllmg. Reobnguler T MMang, Reasegul I TmplTAe,g. RatenO,ler 7hp/Meng, �1d
1x4x.126 Luedn9 Leading loading Loading Leading Loading Leading Loading U dkg Loafing Leedtg LOacWg Loadm9 Loading leading Loading Loading Loading PYa w
Alum.Tuba fig. fig.Mufflon ^ fig, $,^ �, bb� U
LID
Is IS
2,1 Mel 11 11 1 1 .1 x"I I I I j I 11 111111� 111� j 2l 1� 2511 z �L
42 In V0.01 6M 170.0 438 170.0 7" 170.0 47a 170.0 ON 170.0 500 1170.01 992 170.0 SIB 170.01 1116 100.0 521 170.01 1240 170.9 521 170.01 1468 1170.0 1 MI 145.6 1489 1 170.0 521 127.6 Ma9 170.0 521
48 In 170.0 700 170.0 524 170.0 1 050 170.0 5M 170.0 9D2 170.0 030 170.0 1133 170.0 661 170.0 1275 1170.0 077 158.3 I= 1TO.0 No 130.31 13M 170.01 880 11L7 1303 170.0 880 97.7 1303 170.0 800 � LU
50.025In f70.0 747 f70,0 583 170.0 fi90 170.0 831 170.0 1046 170.0 W4 170.0 1195 170.0 7M 158.1 1235 170.0 7Q 140.5 1235 17D.0 758 117,1 1235 170.0 766 10%4 1225 W0.0 756 87.6 1235 1 170.0 758
7 0
64 In 170.0 797 170.0 812 170.0 V8 170.0 081 170.0 1116 170.0 754 154A 1159 170.0 007 137.2 1168 170.0 831 123.6 1158 170.0 856 102.9 1165 170.0 801 882 1158 170.0 .561 T72 1156 170.0 NJM p
601n 170.0 885 IMO 701 160.7 1042 1700 707 142.9 1042 181.1 832 125.1 1042 118.7 815 1112 1042 13a.5 601 1009 1042 1302 791 83.4 1042 125.1 782 71.5 1042 125.1 T02 625 1042 125.1 782 Imo„ CID631n 170.0 WO 170.0 145 13t.2 M 163.0 016 129A 9112 1 144.4 790 113A 992 131.0 782 IWO 962 121A 766 90.7 992 114.8 758 753 M 105.4 745 04.8 992 108.0 744 88.7 692 108.0 744
681n 165A 047 170.0 76D 137.5 947 140.0 788 110.1 947 130.3 764 103.4 947 117.7 752 01.9 947 108.7 738 a27 947 1022 727 60.9 947 05.1 713 e9.1 647 94.0 711 61.7 947 91.0 711 z (q
721n 135.0 N9 1 142.7 737 1132 8/9 121.6 722 97.0 SO 100.9 700 sco a49 96.4 e99 76.6 849 08.7 666 67.0 849 a27 676 55.0 80 75.3 659 4a,6 619 726 852 425 849 721 851
761n 116.E 782 120.7 665 98.3 762 102.fi 852 B26 7B2 90.0 810 122 762 80.9 82B 812 782 712 P,20 87.a 762 6B2 013 4&1 Uj
702 62.0 602 41.3 7a2 69.8 687 36.1 7B2 58A 695 j N u Z
7
701n 100.9 724 111A 634 09.0 724 94.6 s21 70.3 72A 62.9 609 60.8 724 74A 696 59A 724 88.1 591 53.4 724 63.4 653 44.6 724 57a 573 382 724 64.3 667 33A 724 63.6 665 Q J
J
BOIn 89.6 '643 7L8 483 96.0 50 60.7 414 49.7 643 62.0 4W 439 643 47.1 468 36.6 543 42.6 452 34.8 643 39.5 440 20.0 .543 34.0 436 24.0 543 321 430 21.7 543 30.7 426 Z Z N O
981n 57.3 478 55.9 427 47 0 478 49.7 410 40.9 478 432 412 35.6 478 30.5 408 31.8 478 34.6 400 211.7 478 320 395 23.9 478 26.1 Sag 20.5 478 25.6 360 17.9 478 24.2 370 h O
1001n 40.3 377 41.1 341 33.5 3T7 34.6 337 421.033061:��]
77 30.0 330 252 377 28.6 325 22A 37T 24.0 321 20.1 377 72.0 317 10.8 3T7 19.0 310 14,4 377 17.1 304
1fik. 37,t 357 37.a 3t3 309 357 31.8 315 57 27.6 313 232 357 24,4 309 20.6 357 MO 305 fd5 357 20.1 301 15.4 337 17.4 291 )(
120 in 29.3 308 29.0 T76 2{.5 308 25.1 271 270 tea 308 192 261 1&S 308 17.3 263 V x Q iM In 17.0 212 17.2 198 Z 0 N
Anchor Ce l Tablebe
TABLE BB ANCHOR CAPACITY ADJUSTMENT FORMULA: °e
ee � � �0
ANCHOR CAP.,,,,,,,,
6uke0ata 27k corcrete 3.5k cone. HaIOwCMU FeedCBfU PT Wood A1e1N (DP)X( )=ANCHOR CAP.,,,
*.AA
16'Eko 1/4.38Eko 5118'Elca f14.99Eko Yf08teN Y129leel 01291eg MULLIONCAP.,,•,,,.a,
AnchorCllp Patterns MclbrType: 3I16•Eke IAlmcan U4'Eko Uuecan yte'Eko Ultmcon U4•Eba Bkmbm A9g20etor Ultwon Ap9mWor Se.(05)4"IG5) Screw(G6) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge Distance(k,k V 2.11T 1• 3-UB' S' 2.1rr 1' 2-VC T 3.1/8' 21 D.46• 0.54- 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
Embedmmt(1nt 1.3q' F350ths
1.314- T Lilt 1414- 1.11C 1.1R' I-IA' 141V T ta16• taro' modes ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchae®d.75'MIn.O.Q/9pWpdMOBsel Cap(F1g.152): 390 bs 450 be 644lbs 2700e 28011es 3M Ws 1401ae 37416e 664 Me 948 be 3411. 4421ba 500Im OPENING,WHEN IT IS LOWER THAN THE MULLION
4 An Om Q 22S Mh QQ/Standard(wClhel)Clip(Fig.3l 700 9s $80 9n 952 bar WA 560lbs WA 630 ins WA 8W tba WA 6821bs 88516e 1120IOs CAPACITY(FROM THE TABLE)OF THE SELECTED
8 Anobons@I.IV Min.O.C.I Slendwd(wOMeU C9p(Fig.4k 960lbs WA WA WA 7001b3 WA WA WA WA WA 1383 me f77o bs 2z46 be MULLION.IT WILLY]ELD A MINIMUM ANCHOR
4 Anchom a W Min.O.Q/(2)20 Atgk C s 109.5r 7801bs 680 9s 0981. 5401Ds 560lbs WA 760 be 7481bs OW Ibs� 18921bs On bs 6a5 ins 1120 bs CAPACITY WHICH MAY BE USED TO QUALIFY
I -'
6 Anch m 0 3-MIA O.Q 1 R)2c5 Arg1e ape I(Fig.6): 11701W 1021bar 28441es 810 ih 840 lee WA 11401be 1122 bs 1320 be 283E 1bs 1M21sa 13271bs 1680 me ADDITIONAL ANCHOR OPTIONS FROM THE
4 Archon,0OAV Mh O.C.I Ui31p,M10.125•Akm.(Fig.7); WA WA WA WA WA WA WA WA WA WA WA NIA I470 bar ANCHOR CAPACITY TABLE2AwhomG2.W Min.O.C)Fatp(Fig.87. 350 bs 290 bs 478 bar WA 280lbs WA 315 bar WA 440lbs WA 341 9s M216s 56016s PRODUCT REVISED
4 Anchom®1.15'Run.O.C7 F alp(Fig.97. 400 be WA WA WA WA 3W Me WA WA WA WA WA 1 882 be BBS IDa 1120 bar as complyIng with Ste Fib"
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Building Code,�D'll$,O
Acceptance No
Expiration T3a1e /ZO��
TABLE NOTES: B
FIGURE I: FIGURE 2: FIGURE 3. FIGURE 4., FIGURE& FIGURE9. Mien) ado
• • • • • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET26 FOR INFORMATION ON LOADING.SEE \11 �11�i PJ7
• • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. O\�
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. .�'��.•'',1GENSF'••F'P
000' 7e
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4. No.50706
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW '
FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. 6 fy
• • U,/
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI$01 SPECIFICATIONS.HOLLOW AND GROUT-FILLED I"%70 J7A1E ((/
• • • • • • SOUTHERN PINE WITH AN CONCRETE BLOCK UNIT(SGUOF 0.5SHA5.ALUMINCONFOUM SHALL BE 003-T5 AND BE A MINIMUM OF PRESSURE-TREATEDTO ASTM C-90.WOOD SHALL BE 25'THICK.STEELYELLOW 125" ���fiC /(ORtnP-.•Cj\�-
STRUCTURAL STEEL TO BAT LEAST.125-
ANGLE CUP(FIGURES 50)MUST BE USED IN PAIRS. AND A36.ALL A CSTUDS TO EAIHORS INTO GR METAL SHALL EXTEND AT LEAST 3)SCREW THREADS BEYOND THE MATERIAL 1018K i ,N1)n1
#12 ANCHORS INTO WOOD MAY BE STEEL,18-B S.S.OR 410 S.S. 1'X4'LI. A.LYNN WLL R,P.E.
MULLIONN FL P.E.#58705
TABLE 7A -
Mullion Capacity Table affle
Opening Width(for verlicaly-spanni g mullions)or Opening Height(for hot zodely spanni g mdOons) �
501. 80 In 701n Bob 90 in 100 in 1201n 14010 Iso In
0
f7ectangidar heplydeng. Rectangular TaplTdenD. Rectenguler Trep101m9. Rectengda Tteprildang. Reclenow TFepl.m. Rao ngdm Trepr Nen9. Rectangula TropRtlanA Ret4rlgldal Treprel.n RactangulSr TFaprrdmZ d
1x4x.976 Leedng Waring Loadhg Loalft Loafing f.nadng Loadn9 Lowing Loednp Lowing Loafing Leaden Wodng Lowing Loaetng Lo." Luang Loading pxa
Alum.Tube b
&.T _ _ r _ r x'4g4_ F _ r_ gr& _ a _ _ _ _ a r^ r^ _ a!-
Mullion
z Z dram
421n 170.0 620 170.0 435 170.0 7M 170.0 47B 170.0 egg 170,0 608 170,0 992 170,0 619 170.0 111e 170.0 621 170.0 1740 170.0 521 170.0 1488 170.0 621 170,0 1735 170.0 621 170.0 iB83 170.0 021
48N 170.0 708 170.0 621 170.0 850 1T0.0 664 LU
170.0 992 170.0 WO 170.0 1137 170.0 661 170.0 1276 170.0 077 170.0 IM7 170.0 680 170.0 1700 170.0 080 170.0 1983 170.0 680 161.8 2024 170.0 860
50.625In 17O10 747 170.0 6B3 170.0 BBB 170.0 631 17ma 1045 170.0 054 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1484 170.0 716 170.0 1793 170.0 750 1tiB.0 1919 1".a 758 t38.5 1119 1i0.0 756 L W
641n 170.0 707 170.0 612 170.0 958 170.0 621 170.0 1116 170,0 764 170.0 1275 170.0 80J 170.0 1434 170.0 837 170.0 1594 170.0 056 169.9 1709 170.0 051 137.1 1799 170.0 881 120.0 1789 170.0 Bat LU p
60 in 170.0 045 170.0 701 170.0 %63 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 998 1566 1619 174.0 f033 129.6 1819 170.0 1063 111.0 1919 170.0 1013 97.2 1010 170.0 1093 H J
831n 170.0 930 170.0 745 170.0 1118 170.0 550 170.0 1302 170.0 940 170.0 1468 170.0 1015 158.7 1642 170.0 107a 141.0 1542 170.0 1122 117.5 1542 10&5 1158 100.7 1642 167.9 1157 88.1 1642 157.9 1157 2 J
7
65In 170.0 974 170.0 759 170.0 1169 170.0 003 170.0 1364 170.0 1002 160.0 1472 170.0 1066 142.8 1472 168.5 1140 12&5 1472 160.8 1130 107.1 1472 147.5 1108 91.8 1472 1480 1104 80.3 1472 146.0 1104 Z
C 721n 170.0 1063 170.0 078 170.0 1ZM IMO 1009 150A 1320 166.2 1101 1320 1320 149.9 100Z 11T.3 1320 137.6 1085 105.6 1320 126.6 1049 65.0 1320 111.0 1024 75.4 13M 1f26 1013 69.0 f3W 1125 I= (,F
0 EL
761n 170.0 1122 170.0 937 148.5 1184 159A 1013 1282 /181 139,9 994 1123 1161 125.7 870 89.7 1164 116.3 851 69A 1154 107.5 962 74.8 11e4 91.8 935 84.1 1184 83.1 927 50.1 1104 823 925 S Z
g 78In 164.1 1124 170.0 967 138.4 1124 147.0 985 118.0 1124 128,8 947 1018 1124 115.E W1 92.3 1124 105.8 916 830 1124 98.5 906 49.2 1124 89.0 690 59.3 1124 64.3 Bet 51.9 1124 a3.2 078 Q -i
BO In f09.i 814 tit.5 760 BO.f e44 9d.3 736 77.2 BM 82.1 724 6i.0 841 73.3 712 60.7 641 685 702 61.0 8N 87.4 693 45.0 811 64.2 678 39.6 811 50.0 66B 33.8 844 47.7 662
~ 7 Q N O
g z
96 in 88.1 742 81.5 887 74R 742 77.2 652 63.0 742 87.2 641 58.7 742 69.6 631 49.6 742 61.1 622 44.6 742 49.8 614 37.1 742 I7.8 600 31.8 712 39.8 690 27.0 742 37.6 584 I- LO jI o.O
1081n 62O 586 839 530 52.1 566 53.5 521 44.7 666 46B 513 39,1 688 41.4 5g5 34.5 586 37.3 490 31.3 5W 34.2 492 28.1 556 29.8 461 223 566 26.8 4T2 19.5 Sall 24.7 466 M o a
Ill in 57A 555 66A SW 48,0 555 48.6 495 113 655 429 487 38.0 655 38.0 400 32.0 565 34.2 473 26.0 5% 31.3 481 24.0 555 27.1 457 2D.B 555 24.J 44B 18.0 S65 221 K2 LLI
_ t201n 46.0 473 46.4 q7 78.0 476 39.0 426 328 475 33.7 420 28.5 476 29.8 414 26.3 475 20.6 409 228 475 24.5 404 19.0 476 21.1 395 18.7 475 10.i J67 11.3 q5 17.2 381 F. N
144 In 28A 330 26.7 305 220 330 22.4 301 18.9 330 19.3 297 16.5 330 17.0 293 K
TABLE 78 ANCHOR CAPACITY ADJUSTMENT FORMULA: � Of
IL A
Anchor Ca egl Table be ANCHOR .,,,,,,1
` o--I
SODstmte: 27k Coacrtie 3.5k(bna. HolowcMU Filled CMU PT Wood MSUI {DP,)X( =ANDHOR GAP„�
6/18'Ell* V4'39 Eko S18'Elco V4'68 Eko tl10 SteN 01291ee1 812 Steel MULLION CAP.CAP,o„"„
AnchorCllp Patteme 3116•Eko ulUecon v4•Eko uOmcon Ilium. -I-Eko ulOacan tN•Eko unrxm ZgmOea Jlmeon A9WWW. sanv p35)Scom(C5) Senm p35) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge dslenee Boi. 1• 2arr 1• 2-12• 3-118' is 2-10 r &Vr 21 3-ue' r 0-48• 0.54, 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN
Embedaem MY fair I-XV lair 1JIr 2' 1.114• 1.114' 1-IA' 1414' 1.114* 1.14' 2• "0" fat• �erk1 ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchem Q 43Y Min.O,C,/Standad or OOael Clip ft.182k 3901bs 3901W 450M B00M 1844 ies 210M 2DO lb 354Ins 740M 374 ma 6641bs B48M 341 lb. 4421M 560M OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Ancoon;02.2S Min.O.C.I9tan0ad faO5se0 Cnp Ing.J): 700 M 700 M 580 R. 14101he 952 M WA 560 08 WA 830lbs WA 8001b1 WA 6B2 M 885 M 1120 M CAPACITY(FROM THE TABLE)OF THE SELECTED
BAnchom Q 1.15•Min.O.C./Stendad(or Oese6 Cry ft.4k ON M 14DOlbs WA WA WA WA 760lb3 WA WA WA WA WA 193-Ic1 1770 tbS 2240 0S MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Ancho,9 7 Mn.O.C./(2)2t5 Angle Clips I(Fig.5): 780 M 7601. 680 M I%Olbs 1e90 roe 540 lb. 560lba WA 700lbs 7481ho COO Ibs teg2lbs eel ra w51m 1120 M CAPACITY WHICH MAY BE USED TO QUALIFY
6 Anchors®34 Min 0.0.1(2)N5 ArOo Clips I(Ft.ei 11701bs 11701ba 1020 Da 2340lbs 2844 M 010 M 840lb1 WA 1140Im 1122 lb. 1320 M 2638IM 1022 M 1327 M 1880 M ADDITIONAL ANCHOR OPTIONS FROM THE
4 Ancha1®0.45'Mo.O.C./UL1p,ktlo.125'Alum.(Fig.71: WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1430 M ANCHOR CAPACITY TABLE.
2 Anchom 0 2.25'Min.O.CJ F-00 ft.87 350 M 350 M ZBO M 705 M 470 Ibs WA 2e0161 WA 315 M WA 440 M WA 1 341 M 442lb1 6601to PRODUCr REVISED
4 Anchae fl01.IV Min,O.CJ F101p(Fig.9Y. 4801bs 700 M WA WA WA WA 3B0lbs WA WA WA N WA 0B2 M 885 M 1120 M as complying with the Florida
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.062' 1.000" Acceding Code
-"1 f'- -'f f Acceptance No 16-0218.oj
B piml• Dole 1L021
TABLE NOTES: By
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
Mien' dol'rodvct
• • • • • • • • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 111 I l f t I
• • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
• • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE �'��,•'•�,\CFNSE •.�+'
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000' 4.000" -T �\' ••��
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS Na-5 0705
FIGURER: FIGURE 6: FIGURE 7: - �
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS.HOLLOW AND ;Z,'.,�jQ• n Y6 ;LU
• • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE ,-AI a �[l`
• • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE :��•'.•; J'r TC O� .;\.
• • 6063-TS AND BE A MINIMUM OF.125'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' .375" .376" %�h r.OR19,.!`�(2\
THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125-THICK AND A38.ALL ANCHORS
S;s�(����U�G"�
ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 1'X 4'X.376' i'X 4'X.375" A.LS'NNIMILLE'f�,P.E.
ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 'T'-MULLION MULLION
FL P.E.#58705
TABLE 8A
Mullion Capacity Table Iba/Its
Opening YYldth(forver8caly-sparring mullotls)or Opening Haight(tor horizontally-spanning morons)
501n 80in 701n so In OON 1001n IN 1. 1401n 160In
Rettengier Trepl7dang. Rederrgrier Trapllnae9. Reden for Th prideng. Retlengdw. TWffden% Rechnp0ld vw1dang. Roctengder Thwft g. Redenpuler TFef✓rden9. ti 128"X W pTdmg. Rettelguler TroplMar.g, RaGdrpder Tm
Loading Loadna Loafing Lembo Loading Loading Lowing lnedng Lowing Lowing Loa&M left Loading Lowing wawa Loading Loading Loading
28a8Alum _ _ ,• _ _ _ b ..
I h I h 11 L 11 1 c1l
T IL
ff
421n 170.0 620 1170.0 435 170.0 744 170.01 478 170.01 d6B f70,0 506 170.01 992 170-0 519 170.0 1116 170.0 621 170.0 1 1240 170.0 521 1170.01 146a 170.0 621 170.0 1735 170.01 521 151.6 1769 170.0 521Li
48 N 170.0 TOB 1 170.0 524 170.0. e50 170,0 584 170-01 992 170.0 630 170.01 I133 170.0 681 170.0 1275 1".0 677 170.0 1417 170.0 680 154.e 1645 170.0 680 1327 1548 170.0 680 ita.1 1645 170.0 Bm 7 LU
50.626N 170.0 747 170.0 683 170.0 888 170.0 831 170.0 f04a 170.0 0B4 170.0 Ilm 170.0 723 170.0 1345 170.0 747 167,0 1488 170.0 758 139.2 1468 170.0 758 119.3 1488 170.0 756 104.4 1460 170.0 7m 8 U)
-�$
61N 170.0 787 170.0 812 1709 BE8 170.0 m1 170.0 111a 170.0 764 170.0 1275 170.0 801 163.1 1376 170.0 837 146.8 1376 170.0 858 1.3 1376 170.0 081 104.8 1378 tree B61 91.7 1378 170.0 861 m (� 0 �
m(n 170,0 885 170.0 701 170.0 1083 170.0 797 1589 11511 170.0 Us 139.0 1158 1674 930 123.E 1166 166.8 Big 111,2 i15a 150.0 012 82.T 1156 t4Ca W5 79A IIN 144.8 805 69.5 Ii58 144.8 DOS O cco J
631n 170.0 Wo 170.0 745 160.1 lost 170.0 B50 1372 1051 155.0 682 120.1 1051 1420 ua 108.7 1051 132.3 B37 90.1 1051 125.7 830 $0.1 f051 110.5 f122 68.6 1051 11DA 821 60.0 1051 119.1 521 a -�
7
801n 187.1 857 170.0 76D 139.3 96/ 151.8 BOS 178.4 957 134.0 7W 104A 057 121.8 777 029 957 112.E 7W 838 057 tma 759' 09.8 957 1W.0 7m 69.7 957 BB9 716 522 957 BB.B 74d Z J
721n 12d.7 804 f35.2 898 I07.3 d01 11fi2 6M 9f.9 804 f01.3 871 WA ,Sol 91A 680 71.5 604 84.1 We 64.4 80/ 78.8 843 63.6 804 72.3 833 48.0 fig{ 699 829 40.2 804 69.8 62d ' W'J TO In INA 722 114.4 630 01.2 T22 97.2 615 792 722 85.3 BOB BOA 722 78.7 590 W.B 722 70.3 Se8r27.2
722 65.6 SW 45.0 722 59.5 570 30.1 722 56.7 us 34,2 722 58.2 W4 = g Z
76 In 101.2 685 105.8 We 84A 655 80.0 568 72.3 US 70.5 677 63.3 $85 70.5 58a 56.2 685 84.5 NO 08a 80.1 553 42.2 633 54.3 543 36.2 685 61A 537 31.0 6W 50.7 636 4�0
Wln 839 513 88.0 /37 51.9 515 87.5 148 47.1 515 50,1 411 4t2 $15 44.7 134 39.8 515 40.8 428 515 37.4 @ 27.3 at6 33.1 413 23S 5}5 30A 497 20.8 516 28,1 404 Z X ¢ N O
Win 61.3 453 55.6 494 45.1 453 4T.1 39T 08.8 45] 41.0 301 33.0 453 38A 3BS 30.2 463 3J.0 37B 457 30A 374 228 463 28.6 38B 19.4 453 24.3 360 17.0463 22.9 358 ZN36.130.0 02] 31.8368 .8317/.2 356 2e.4 In 00
313 23.0 335 25.2 308 212 350 22.7 304 06B 208 3W 16.9 3s5 te.0 2931111t 35,1 338 35,0 3W 20.3 33B 30.1 301 25.1 338 20.f 2B7 22.0 338 232 203 19.5 33B 20.9 289 338 19,1 2e5
1201n 279 290 28.3 26/ 232 2W 23.8 2m 10.8 2W 2D.8 268 17.4 2W 1B2 253 15A 290 16.4 24DIx X
rn (n
14dN 16.1 204 ie.s IBB It-
U N Q O O
TABLE 88 m
ANCHOR CAPpC1TYAOJUSTMENTFORMULA:
AnohorCa eG Table Ibs
SU7693IC 2.7kCorcrao a5kcmc. Bo7arCMU Pobdcmu PTWn00 Mad (DP„)X/ANCHOR ANCHORCAP.,,,
ly1C EI[o V4•SS Eko SfIr Ek0 11OSSEIw BIGSI¢a IN2S1eet 412 Steel MULL ION CAP.,A,,,e,
MehorCBp Palfema � 3'18•EIc0lAlrxOn V4•Ekoua2cm UBr4con 3•te•t7co UAlam V4•EkoUdracon AggeGaor USr4cm AgWslOr Scree(05)Sr (GS) Strw(IM USE THIS FORMULA TO OBTAIN THE"ANCHOR
Edge gelarce 0n 1" 2-lr2• V 2-a7 34fB• 1• 2.112 r 2-V7 7 3-}/a 7 0,46• o6v ome CAPACITY REQUIRED'CORRESPONDING TO AN
EmBeUnm1 n I V4' ISM• t314' I.&C 7 1-V4• 1aI4• t-v4• t.11 r t-v4• 1-11r 7 taa• 13'6• vales ACTUAL PRESSURE REQUIREMENT FOR THE
2 Arktzxe®4.7tr L9N o.c./sldn0d0 or r36e1 c6p o-Tg lz 390 us sm Ib6 4m Ibs e00 0e t64/us zIo ws 2W a ;NIA
740Its 374 IDS eW Ibe 946 os 341Ibs 442 t. 5W 0a OPENING,WHEN IT IS LOWER THAN THE MULLION
4Arclrbre®t.t5•MIn O.C./Sldgal0(or l7fbe)C0p(Flg?7 4m e>9 7m lbs NIA WA NIA NIA 3m m0 WA NIA WA WA 6e2Me ass lD3 1120ce CAPACITY(FROM THE TABLE)OF THE SELECTED
4AmhDm®3•Mh.G.C./(4I215Argb CI"I(Fig 3) 7m 10s 7m I0s 6m Its Ism 9s 18061bs 540ae Sm its 7W1ba 748 Its B 08 t892ms se2Ls ee39n 1t2n los MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Arclna 4'y0.45•Min.O.C,JUl;0g,Into.l2P Alum(Fig 4) NJA WA MIA WA NIA NIA WA MIA WA NIA WA WA NIA WA f190 Poe CAPACITY WHICH MAY BE USED TO QUALIFY
1 AMWIFCtp B1951 196 E9 1051ae 225 Ds 44fi lot 62261 t351Ds 140 Ws 3/01L6 1B70n 932 Nc 4730e 1701Ds 2211bs 200 tpe ADDITIONAL ANCHOR OPTIONS FROM THE
2ArcMrs®1.18'MIn O.CI F4;9 (Flg 6) ?AO Ibs 3m Ne NIA WA WA WA lmme WA NIA WA WA 3111e3 412 Es 6m Ns ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT REVISED
as cemplyina wilh am Flofift
FIGURE 1: Uuilding Code
FIGURE 2: TABLE NOTES: F-1,250'-�( Ac«ganod rro�6"6218.03
• • • - Ex iAll
1)SEESHEET 1 FOR INSTRUCTIONS ON USING THE TABLESAND SHEET25 FOR INFORMATIONON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Miam ! .
FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, \\ O1�V LYNN Mq //.�
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3,188' t\'fir.•-�IGENSE •�F�
CUP MUST SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Q'
BE USED 265"
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Mlu.50705 �r
_
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND I•, fot�'
FIGURE 4: FIOURE 5: FIGURE 6: GROUT-F)LLE0 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM CmW.WOOD SHALLN/ /�BEPRESSURE-TREATED YELLOW SOUTHERN PINEWITHAN SG OF 0.55.ALUMINUM SHALL BE T "') ', STA �1l
60&3-TSAND BE A MINIMUM OF.125'THICK,STEEL STUDS TO BEA MINIMUM GRADE 33 AND 'n <ORiD
• BEATF ��• • .045'THICK(7B GAUGE).STRUCTURAL STEEL LEAST.126'THICK AND A36.ALL 1.2VX 3.188'X.285'MULLION %FS .„.,....
• ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1-1/4'VF MULLION)
• #10 ANCHORS INTO WOOD MAY BE STEEL.18.8 S.S.OR 410 S.S. A.LYI�N MILL�R,P.E.
FL P.E.N 58705
TABLE 9A _
K+g.
Mutlfon CB 9aly Table(Ibe/ftt) 7-�Hx rc
Oponing Wldth(forvereoolpr6panril musons)oroponing Height(for horl2ontay-spanning mtlion7) -50In 70In B
�, �,1
e01n D In go In
11. 110 bt No In 160In �
RMIan08ar TreprotenO RwtwvL4ar InWTAonB, Rctmgutar Tnpllbtg. RmisneAor Trepltlenp. ReetarWkr Tnpidan9. Reeten mr Tn a
a1 O
1.26 x326 W pmana RacrergWnr TnpTMnO. ReetatpuBr 7npftmng Roelelgular 'T-wdw p`p
R.100 Laadkg Laadnp loatLq loedn9 Lae6kg Loadnp Lnadn9 Loa60g Loading Loadtp W-WV loedtg Loadng Loading L0e6hp L..&g Loading Lading b'YC
Alurn.TLbo MYlllon �� p �
y gg■ Ip1 6 yypp 17p g( ppyy qr � g� yya.�' 1 fill, fill, h
py ppyq1 �yyaI ppIp� � �p�' q� ��7 1l-i
a d d d a 3 3 d S i 3 d6 d d 2 z a did d@ 9S1 dtZ z y��m W
42 N 170.01 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 500 170.0 992 170.0 619 IMA 1118 1170.01 621 1153.3 1115 170.0 521 121.7 1118 110.0 621 100.5 Ilia 170.0 521 95,8 1119 110.0 621 1 0
t1A
170.0 709 170.0 624 170.0 850 170.0 5N 167.6 978 110.0 wo 1417 078 170.0 861 130.4 978 170.e 077 117.3 978 170.0 Boo 97.6 SIB 170.0 No S18 07e 170.D 6B0 713 9)8 17D.D 8B0 J W
N 170.0 747 170.0 553 110.0 896 170.0 631 150.7 B27 170.0 664 131.0 On 168.E 708 117.2 927 159.1 699 105.E 927 160.7 Me 87.9 027 ire.3 695 7 AA 027 156.3 605 65.9 927 158.3 SM
170.0 7B7 1T0.0 012 16/.4 B6B 170,0 6B1 132.6 869 163.0 683 115.8 BaB 141.8 089 107.0 869 17/-0 660 82.7 B65 128.6 851 77.3 669 178.5 852 68Z 089 128.8 052 57.9 889 12e.8 852 W CD o O
143.2 746 163.a 834 119.4 746 132.3 620 102.3 748 117.6 608 88.5 748 107.8 599 79.6 148 101.0 592 71.6 746 06.6 68/ 59.7 740 93.3 693 51.2 746 93.3 683 44.8 740 813 90 m O
CQ
123.7 5T7 132.0 579 I03,1 677 113.2 546 984 677 100.4 655 77.3 677 01.4 NO 88.7 B77 85,2 830 81.0 B77 81,0 534 51A 077 )1.0 520 M.2 871 70.T S29 38.7 877 78.7 529
I- U J
107.0 617 114.1 530 0.7 817 97.6 519 76.9 Oil 88.3 W9 87.3 817 78.3 5W 59.8 817 728 494 63.6 617 68.7 469 44.5 617 64,1 483 38.4 617 03,7 482 318 017 917 482 W J
0. 7
82.9 616 87.1 460 eB.t 610 71Z 440 68.2 fi15 65.2 432 li1.B 616 66A 123 49.1 518 61.7 HB 41.4 615 50.7 411 ]1.4 618 165 405 2B.B 510 45.040126A 518 45.0 405 70.6 /BS 717 108 58.7 165 528 998 50.3 485 61.9 390 44.1 465 49.4 364 39.2 465 45.3 378 J5.2 466 42.2 314 29.4 465 310 Jet 25,2 (B5 36.5 3M 22.0 486 28.2 363 W 65.2 441 68.0 387 54.3 441 57-7 319 48.8 441 $0.0 372 40.E 441 45A US 36.2 441 41.6 390 32.8 441 38.7 J58 27.2 441 34.9 34B 75.3 441 31.1 31B 20.4 41t 327 315Z 42.4 332 41B 295 35.4 332 37.0 299 30.3 332 32.3 204 20.5 332 28.8 280 23.0 332 2BA 2I6 21.2 332 24-1 272 17.7 372 21.3 289 152 3A tB.B 282 113 3]2 15.7 260Q 36.0 2B1 36.8 28D 2a1 281 30.3 7b8 7b.0 781 78.4 267 21.9 T81 215 24B iBA 2B1 21.J 2M 11.6 2Bi 18.5� 2H 14.0 2B1 121 236 17.6 291 15.8 232 ~ � Q �24.6 230 26.1 708 20.5 230 21.1 205 17.E 230 18.3 201 15A 230 10.2 195 QZX..22.8 418 23.1 197 18.9 216 IBA 1B1 15.2 21a16.a (n to �c-
17.9 IB7 18.7 170 '14.9 1B1 16.3 18T (n
4r7
D x LU
U)
Q N Q Q O
TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: Z
Anchor Ca achyTablS 5 tY
BrpsUs 27kO rn to 3.515An.I H-wCMU FMW 040 PT N'aod Metal ANCHOR CAP.,,o,_ �, �•••1��
(DP)X )=ANCHOR CAP.,,,
5/18'Eloo 1/4•S9 Elw Y18•Ekro 91.89 Eko 910 SteN 512 Steel 0125 teil MULLION CAP.,,,,,,,,,
Anchor Clip Patterns DiftTypa. 3116'EIcaU2rxon 1l4•EkoUitra4m Uerxon 3N8•EkOUllnwn 9TEIcoUOtuon Aga-Ma IBbmon AWeGetae9req(G5)sclen{e•5) scm+IGN USE THIS FORMULA TO OBTAIN THEANCHOR
Ed9a olslance 9nk t• 2.1I2• 1• 2-1rr 3-11V le 2-1rr I• 2•im r 3-118• 7 0.48• 1 0.54• 0.324• CAPACITY REQUIRED•CORRESPONDING TO AN
EmlaMmml lIn I V4' IaW' tale 11r4' r 1-I/4• 1.V41 MIV 1.1/4' 1414• 1-1/4' T fa18• I tale• 1a192 ACTUAL PRESSURE REQUIREMENT FOR THE
2 Amha6 @ 4.75'Min.O.C./Slaml rd"Olfxl alp(Fig.11 390®6 390 @6 450 ma ego lbs 1644 M 270 ms 28D Ws 351 we 740 I e 3741b6 W4 Ibs 90 Ihd -34i-r.-T 4421 680 Ds OPENING,WHEN IT IS LOWER THAN THE MULLION
4Amb m @ 1.15'Mtn.QC/SlanM(p70Bce0 alp(Fig.4 480 Ds 700 Ws WA WA NIA WA 3801bs WA NIA WA wA WA B62 On B851bs 1720 bs CAPACITY(FROM THE TABLE)OF THE SELECTION
4 Andras®3'MN.O.C.I(2)2 5 AnpW a ps l(Flp.3} 760It. 7801ba 68D 9m 156016a 1898 rw 540 W5 56D fbs NIA Teo as 748lbs 8801bs 1892 No B921Ds Bab Ws 11201bs MULLION,IT WILL YIELD A MINIMUM ANCHOR
3 Amnon U D.54•A9n.G.C.I Ualp,Nla.100•Akan.(Fig,41 WA WA WA WA NIA WA WA WA WA wA WA WA WA WA aw M CAPACITY W HICH MAY BE USED TO QUALIFY
1 AmMr/Falp(Fig.Sk 1B5IbJ I951ba 225 The Ms mJ e221m 135 roe 1491m 177IM 370 PAte7lba 33x wa /73 tw t70 w3 221 to$ 280 ws ADDITIONAL ANCHOR OPTIONS FROM THE
2 Amhara IAA MN.O.0 p I Pa OkiNo Da 3501ha WA WA I WA WA 1 190 rm NIA NA WA WA WA JI1 We 442 P. 560 Ds ANCHOR CAPACITY TABLE. PRODUCT REVISED
as mmplying with the Florida
FIGURE 1: FIGURE 2: pcce(xa8n=16-p21B.toy
TABLE NOTES: 1.250' Pspirel=Da1a �04
• • • • 1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION By
• ON LOADING,SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. MI Dade Product
I11
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. + LYNN
FIGURE 3.' �� aC1'I,.......6,•�(( ��i�
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250• ,h�,••�1CCNSe'•.Fn
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS `i�: '••�T�;
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ' -rr No.58705
IN PAIRS. 4)SUBSTRATES;CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND =-- r y�
GROUT-FILLED CONCRETE BLOCK UNIT r/l•,� 0---
'0 •. "t((�g 0.i
FIGURE 4: FIGURE 5: FIGURE 8; IT(CMU)SHALL CONFORM TOASTM C-90.WOOD SHALL .00 -
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE
• 6063•T5 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 ANb (T
• • 046'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126'THICK AND A36.ALL '�+ ''•F/,OR4O?• ('�`;
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, 1.26•X 3.26•X.100' ��,CS'+ "'• \�
• #10 8 912 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR410 S.S. MULLION
Le �i..
110 A.LYNN�MILLe k,P.E.
FL RE*58705
TABLE 10A
Mualon Capacity Table Obame)
Opening VAdth(rorvedira"psrnmg mttiors)orOpenlnD HeIDht(forhauzonts"penrinD mt/fiom)
6o In w in 70In 40 in I 9n. 1 1001. 1120 in 1401n 160 it LLO
126 X 3Z6 RecbglWu Trap07Ism. Red,ngelor Tnpini.ng, Ra liopWar TnPfrd-V Reelarmulor Tr p7riang. Ran.nqubr Trepml.ng. Red do TrMpTilaiig. RaUMptb1 lmprrdang. R,cbngel.r TmrAiring. Reelangul TmPFTI g. d
X.824 Loadg Loedirg Load m Loafing lnadhp loedmg loafing Loamrg Loading Inadap Lend g t.owirg Leadg Loafing Lo.dip Lo,1iy Loading Loading
Alum.Tube § § k• ,^ f.-. Ele-
Mullion. B .. 9 '� 5 � " "
aD it 979 e� s� � 7 e e�
z h,-«
421n 170-01 620 1170.0 435 170,0 744 1 170.0 416 170.0 "a 110.0 506 INN 992 170.0 619 170.0 1116 170.01 621 ITDA 124D 170.01 621 170.0 1488 170.0 621 170.0 1736 W02 621 170.0 1983 U0.0 521 O
40 In 170.0 708 170.0 671 170,0 550 17D.0 SU 1T0.0 592 17D.0 WO 170.0 1U3 1TO.0 661 170.0 1275 170.01 677 170.D 1417 170.0 6" 110.0 1700 1T0.0 6m 169.7 1979 170.0 600 140.6 t9/g 110A 6B0
50.825 in 170.0 747 170.0 663 170.0 896 170.0 631 170.0 1016 110.0 684 170.0 1195 170.0 T23 170.0 1345 170.0 747 170.0 1494 170.0 766 170.0 1793 170.0 766 152S 1077 170.0 766 133.5 1877 170.0 766 Ir y
641n 170.0 791 170.0 612 170.0 9S6 VGA fist 170.0 1116 170.0 754 170.0 1276 4TO.0 803 170.0 U34 170.0 637 VOX 1594 11010 856 166A INS 170.0 861 134.1 1769 IMO B61 1173 1759 170.0 B51 W Im CD 0
Go", 170.0 085 170.0 7P1 170.0 1063 I70.0 197 i70.0 1240 170.0 676 170.0 f417 170.0 944 161.1 I51i 170.0 955 visx Sit 170.0 1033 120.8 1521 170.0 1063 103.E 1611 1700 1063 90.6 1511 170.0 1063 f(�1 co (n
63 in 170.0 930 170.0 746 170.0 1146 INN Bw 170.0 1302 170.0 940 t%6 1370 170.0 f015 1392 1370 t70.0 1076 125,3 1310 164.0 1082 101.4 1370 165.8 1072 69.6 1370 155.3 1070 7B9 UTO 165.3 1070 � W
ga 661n 170.0 974 1TO.0 769 170.0 1169 170.0 903 15S.6 1240 170.0 1002 1362 1240 158.E 1013 121A INS 147.1 1000 ICBS 121E 139.0 9" 90.6 1248 138.4 970 77.8 421E 129.0 976 68A 1245 129.0 976 -0 i
1 72 in 197.8 INS 170.0 US 139.9 1042 150,2 692 119.9 1049 132.4 075 104.9 1D49 119.1 060 932 1049 109.7 048 03.9 1049 102.7 83B 699 1049 94.3 875 69.9 1D49 91.2 020 62A 1049 91.1 ON J
,g 16 in 1/2.i 941 149.1 B22 110,9 911 126.8 005 101.9 941 111.2 T91 B9.2 941 1w.0 777 79.3 9/1 91.7 766 71.1 9d1 B6.5 757 595 941 77.6. 711 61.0 9d1 )4.0 737 11.6 911 73.3 T36
6d 00 Z
9 70 in 132.0 B91 17/.6 783 110.0 894 11a9 767 943 690 102.4 157 82.6 88l 91.9 T10 i3.7 09< 81.1 770 66.0 894 789 721 65.0 89d 70.7 7Dr 17.1 091 67.0 701 41.3 891 %.1 w8 V,
a-
90In 85.9 611 00.1 596 11.6 671 74.9 585 61A 671 65.3 575 53.7 671 58.2 666 47.1 671 52.9 560 13.0 671 40.8 551 35.8 671 47.4 639 30.7 671 39.7 531 26.9 671 31.9 626 I- � Q N O
%In 70.8 6% 72.8 527 69,0 590 61A 518 60,6 6% 67.1 609 143 590 47.6 602 39.3 *43.0 35A 690 39.6 486 29.5 690 34.7 4T7 25.3 690 31.6 469 221 590 29.8 464 ~ x z W C
fOB In 49.7 466 50.1 121 IIA 466 428 L4 75.5 456 37A 408 31.1 456 729 402 27.6 24.9 466 27,1 391 20.7 466 235 382 V-11 466 21.2 375 15.6 i66 19.6 ]TO (p In NACD
1111n 45.8 441 46.7 Igo 302 441 30.3 393 32.7 441 34.1 307 20.6 441 30.2 362 26A 22.9 441 249 372 19.1 441 21.6 363 16.4 441 19.3 3S6 14.3 441 17.0 351 V)120 in 767 ]A 78.9 711 30.7 719 ]1.0 339 25.9 318 20.8 334 22.7 376 23.7 379 20.1 18.1 77B 19.5 321 15.1 376 16.7 314 X
144m 21.0 262 21.2 242 174 262 17.e 239 15.0 262 i5.3 236 Q N Q O Q
TABLE 108' a � Z to to
AnchorCepecity Table Obis) ANCHOR CAPACITY ADJUSTMENT FORMULA: AmOf
SL06Iraf4L 2.71c O7rcrve ask cox. Hoflow dAU FmeaCMU Prwow Metal ANCHOR CAP.,,,,,,,,,
(DP,",)X( )=ANCHOR CAP.,,,
tVle Boo v4•SS EIco fine ace 114.8SBc0 e10SIod e12S(eel #12 Steel MULLION CAP.,�„r,,,
AnehorCR Pattsma AfKhlrlypr y1e Elcolnr5cm v4'EkoUAracOn UArxon -1e acOUAram v4•EkoUrtracm USE THIS FORMULA TO OBTAIN THE'ANCHOR
P AggcC4dor Ullfecm AggreGalm screw(ca)S4ra1(G6) scrcvr{c45)
E09anslamopn) v 2-117 1• 2-11z -- r I 2-vz 1• 2-v2• 2' 3-10 z OAV 0.54• 0924• CAPACITY REQUIRED'CORRESPONDING TO AN
On Emb^ ml UP I-V4• 1,Vr 1314• IV4' 2- 1-v4• I t-vd• 1-174• Tv4' 1a14• I-v41 2 tar6• 1-31e vales ACTUAL PRESSURE REQUIREMENT FOR THE
2Ancros®4.7e Min,O.C.1 Staroaa vOOfel Op(Fig 1) 3M ms SM as 450 ws WO Its 1644 W 270Ibs I 2w as 364 w9 740lb9 374 w9 664 us 946 M Wl ws 442 ma to Z. OPENING,WHEN IT IS LOWER THAN THE MULLION
4Arcbm®1.15•MIn O.O/SlanOaN(or Omni)CAp pTg 2) 4w an 7m Re NIA wA NIA NfA 30D Ins NIA WA NIA WA WA 682 ms eat Os 1i20fDe CAPACITY(FROM THE TABLE)OF THE SELECTED
4Arclws®"Mh.O.C./(2)215ArDIeC11Ps/(Rg 3) 78009 780 Its BBO RA ism M. imams 54ows ewm WA TGOI0s 745 en am let 1892 an 662r. eat ws 11201m MULLION.IT WILL YIELD A MINIMUM ANCHOR
3ArcMR®0.54•MIn.O.C./UCllp,NI0.100'Apxn.(Fig 41 NIA WA NIA WA NIA WA WA NIA WA NIA WA WA NIA WA at8 as CAPACITY WHICH MAY BE USED TO QUALIFY
larcrorrFt�p7g6T 1B6ws 1m1b7 ?75ws 405we ezzlm 1351Ds 140ws inlet 3Tolb5 fa7ws s32I. 413ws vows 2zllDs 2BD0.8 ADDITIONAL ANCHOR OPTIONS FROM THE
2Anclns 01.15'MIAO.WFL g62 240 in 350 ws NIA WA WA NIA tmltt5 NIA WA NIA WA WA 341 ws 442 Its 5Wma ANCHOR CAPACITY TABLE, PRODUCT REVISED
us complying Willi the Fkxi&
Building code �6.b218.b
FIGURE 1: FIGURE 2: TABLE NOTES: A"ePnntw tV0 )
• • • • 1.250' Ex imilon Dole 7
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. Miami Dade ImdRt'C43O9f
L 111 illll!
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
FIGURE3:
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.260' \•1GENSF
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
0 BE USED
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, PIo.58705
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS.HOLLOW AND u��O-
FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM GgO.WOOD SHALL 624' 1 A.
` �/ `j „j
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE _'� 3� STI TE F
• 6063-T5 AND SEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND �C•'•.,
• • • .045•THICK(18 GAUGE),STRUCTURAL STEEL TO BE AT LEAST.126-THICK AND A36.ALL ;\ .....•�•
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.26•X 3.26•X.824• ,,,L�
• #10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION A.L{'NI{IMIE� R,P.E.
FL P.E,#58705
TABLE 11A ® � -
Muillon Cepatdly Table ObeRP) T PJ
Opening Width(forvedlealyipandng mWo1s)crOpening Helpht(for hodzontoWpenrdng mdGots) ilk xl
so in 60 in 70 in 80 In 90in looin 120 i1 140 in ISO in $•u9rAt LL
119ctolgdr Trnpm.n.5x2Rodevft 7rep/rd4ng. Rld.9d41 TmpTdeng. RecWol lm Tr9ldrdmg. Rednngdn TepRden9. RIel409elar TnNTd9n8. Rlctrgobr Tmyr ?. Roden r T. d9 O
126344 Loodmg leadgp leodnl9 Londo9 lend'eg Ludng L..ft Los4.9 Lmdml LDD&a Lor6ng Loadko lneddl9 Lo4din9 Leediinrl LO&q R o1 kni; TL d Y L U
Alum.Tuba Ti -1-11
Mullon : � �� ag �uo gy u dgg,�•, uuE u 9 u uoipp/r§ 5 5�- E2 fi 5& 5.1 b� ga '�� 5�� rE� �'� $� � r� �� 3� 5-� ,g� , :�� R��s -ta 3a 811 '€. �a 5 �a �� 1a ' �a m as I .,7 �1 ka fo 8& 1 �a up- 4a f� a 1A -Ra I �a RI 1a �� �a z m
421n 170.01 62D 170.0 435 17f60 744 170.0 410 170.0 US Inn 606 170.0 992 170.0 Si!) 170.0 Ills 170.0 621 170.0 1240 1170.01 521 110.0 14881 170.0 621 170.01 1735 170.0 S21 170.0 1983 170.01 621 1 0
401n 170.01 708 170.0 624 1/0.0 850 170.0 584 170.01 992 1 170.0 630 110.0 1133 170.0 661 170.0 1275 1M.0 617 110A 1411 1 170.0 %a i10.0 LOG 170.0 660 170.0 1 1983 170.0 680 170.0 2267 170.0 1 GM ? _
60.625 in 170.0 747 170.0 S63 1TOA 896 170.0 631 170.0 INS I U0.0 684 110.0 11S5 176.0 723 170.0 1346 170.0 747 170.0 7494 110.0 766 170.0 1793 1T0.0 756 170.01 2092 170.0 756 170.0 2391 1170.0 766 2 O•� co
641n 170.01 797 1170.0 612 110.01 956 1 170.0 611 170.0 ills 110.0 764 110.01 1275 17D.0 603 170.0 U34 170.0 837 110.0 15U f70.0 856 170.0 1913 170.0 $61 170.0 2231 170.0 961 160.2 2403 1170.0 661 m C) 0
601. 170.01 865 1 170.0 701. IIOA IDS71 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 W4 170.0 1594 170.0 998 170,0 1771 170.0 1033 170.0 2f26 170.0 1063 14" 2153 170.0 1063 129.0 2163 170.0 l063 7 (n c) (q
63 in 170.0 1 930 170.0 745 1T0.0 ills 170.0 850 170A 13m 170A 940 170A 1481 170.0 1015 170.0 1673 170.0 10T6 170.0 1859 170.0 1122 1S69 20r,0 170.0 110 t34.5 2060 170.0 1171 117.7 2060 170.0 1171 � W J
661n 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1I66 110.13 194E 170.0 1210 1430 1966 170.0 1276 122.6 1966 170.0 1286 107.2 ISSS 170.0 1286 7 iL i
ttin 170.0 f063 170.0 D78 1T0.0 1275 170.0 f009 170.0 1488 770.0 1120 170.0 1700 170.0 1228 154.1 1/31 170.0 131$ 138.7 17J4 169.8 1386 116.6 1731 155.9 1364 99.1 17J1 150A 1352 66.7 1731 150.2 1352
J
76in 170A 1122 170A 931 170.0 1346 170.0 1040 16S6 15% 170.0 1209 147A 1556 1652 1265 13t.1 1556 151.5 1266 117,9 IS59 141.3.1261 98.3 1656 120.3 1229 842 1555 1223 INS 73.7 1656 121.2 1216
Rin 170.0 fifil ITOA 96T 170A 1381 170.0 itTb 155.9 11❑ 1693 1246 i36-4 11I7 132.0 7224 f2f2 1477 139.E 1206 f09.f i417 129.E 119f 903 1477 INS 1169 77.9 1477 1f0.8 If50 682 107 1093 1161
d
90in 112.0 1110 146.5 986 118A 7110 123.9 968 101.E 1110 107.9 951 88.8 1110 98.3 936 78.9 11f0 87.5 922 71.0 11f0 BO.i BID 592 1110 71.7 891 60.1 1110 65.6 878 N.4 1110 62.1 BTD Z � Q �
961n 117.0 976 1203. 072 97.6 975 101.5 866 83.6 975 00.3 842 732 976 78.6 829 66.0 975 71.2 all 65.5 975 65.4 807 40.8 976 57.4 789 41A 975 621 776 366 975 493 767 X sz W O
f08 in e1.2 Ill e4.0 696 685 771 70.7 685 69.7 171 SL3 674 b1.4 771 C3 -VA 451 711 49.0 655 41.1 771 44.9 647 343 771 389 W2 0.4 171 35A 621 25.7 7J1 .111III in 75.7 730 773 fiat 631 730 65.0 650 64.1 130 663 640 473 730 42.1 730 454 622 37.9 730 41.1 614 31.6 730 35.6 600 27.0 130 31.9 609 23.7 730 296 681W 1201n599co
621 61A 669 499 621 612 660 420 621 443 652 37.5 SN 313 6M 35] 537 MO 624 312 53t 25A 62d 77.7 619 2fA 674 246 509 10.7 621 226 591 X Y Y
144 in 34.7 437 35.1 100 28,9 433 29A 395 24.0 433 25.4 ]90 21.7 433 193 433 29.0 381 17.3 433 "1 316 N Q
Q Z O O
5:
TABLE I I B MchorCepaelly Table pba) ANCHOR CAPACITY ADJUSTMENT FORMULA:
'
suD1121e 27xcmde ask Cmc.I nMmrmu 1`79e0CM1/I PTWe00 Mdd (DP)X(ANCHORCAP.,a,,,,,�LANCHORCAP.u,
SNE oeo v4•SS FJeo 5fle,elco vP ss Eim e10 6Ted elzsted Ytzsleel MULLION CAP,,,v,,,,
AnahorCOp Palleme AnCra TVW 3'1'E+colilmon v4•ExoeerOrm UOr E11 311E f9co tmmm vP EeoImmon
Agpecaor UMN011 ASIS.Mo' Sc"(05)Serm M Sew(135) USE THIS FORMULA TO OBTAIN THE ANCHOR
E aslace nt P I 2-1/z I P 24rr 311E 1• 2-vz r 2-1/ z 3.1fW 2• 0AW 0541 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN
embMentlinj 1414 I 14YY 13r4• 14.4' 2' 1410 1-v4• 1-v4• t-v4' 1414• 1414• z 14V 18•E Isles ACTUAL PRESSURE REQUIREMENT FOR THE
2ArcM6,1.7E Mlao.c.7 SI8110310 ororiselcpft lY 300 fos 9901ee 4501D3 80D Re 1644 Me 2700E 260 e9 354 D15 T40Ils 374®1 6641DS 946 W0 341 m9 442 Its 560 ibs OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchors g1.75'Mal O.C.I SINIMn!(w OMeQC6p fR427 IBD us 70D D9 NIA WA NIA N/A 380 its NlA WA N/A WA WA 68259 885IDO 11190s I CAPACITY(FROM THE TABLE)OF THE SELECTED
4 AM11019®3•Man.O.C.1(4 MAlgk Clps f(Rg 33 790Ls 780 es 680 fos 150DM 10MIng 540Ds ISMIte NIA 76010s 748 fe9 Sao lee 1892 Me ca2m am Wa 1l2D IOs MULLION.IT WILL YIELD A MINIMUM ANCHOR
4Arcron®0.54'M9t.O.C.IUCIp,Inlo.tOE ANm ft 4) NIA WA NIA WA N/A NIA WA NIA WA NIA WA WA NIA WA 1267 CAPACITY WHICH MAY BE USED TO QUALIFY
1ArctArlFctp91g5y 1fGI0s t96+0a 27bbs 495Re 8721os 1351D5 1401ee mm9 srolbs fe7los 9329s m3w1 Home nlrm 2806s ADDITIONAL ANCHOR OPTIONS FROM THE
2Anclnn 1.1.71ft O.CJFC9p % 240 m1 35D TA NIA WA WA NIA tm ms NIA WA H/A WA WA 311 MS 442M5 560 es ANCHOR CAPACITY TABLE. PRODUCT REVISED
as mmplyins with 4he F7oddla
1260• Building Code
FIGURE 1: FIGURE 2: TABLE NOTES: Aeceplww No 1&.021g•0/13�'
• • • • Bxpi �Pmduwctj
QD/L�
• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Dy
ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. It /
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �� ay(YNN� Jai,
FIGURE 3: ,•�'fps.,,........Wee
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3.94• �: �1GENSt '•.•�
CLIP MUST SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS s�-r'
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TD ACI 301 SPECIFICATIONS.HOLLOW AND _ /I `
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO A57M C•90.WOOD SHALL 'T)
FIGURE4: FIGURE5: FIGURE6:
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 'rCt S'fAl'G O •�U
6063-T5.AND BE A MINIMUM OF.f Og'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND .624" •'
� • • .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A38.All
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. �/S;S/Oi�1611-
. #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,16.8 S.S.OR 410 S.S. 125'X 3.94•X.824• AVON M)LL�R,P.E.
MULLION FL P.E.#58705
TABLE 12A
MuBlon Ce ac Teblo Ibafie • �"
OpenlnOWldfh(foreel9calty-spanri Mtllons)orOpeningHelght(for hoflmnts*sp9Mrgmdllons)
SON s0N 70In Do in 00In foON 1201. 140 In 1601n
Reolangulsr ItwMang. Reclarrfiw Tlwpf0lang. Rwangder TrePmIMg• Reclelgd. Tra ang. Rn1enWAM 118pr7dsng. Recl•ngd•r e4p7itlwng. 136cloWAM T(Wildong. fwctarwd r Tropr0lslg. flectenpulM hop✓men8. k3D o
2%4tc.26 luatinp tmdn9 loading Loafing Loading lasting fowtirg Lowing Loading Lmdrgl Lowing, Losdn9 Loadv Loading Loading Lowing Lusdng Lowing C
Alum.Tube
Mullion
42 N t70.O 620 170.0 435 170.0 744 170.0 478 170.0 oo 170.0 500 170.01 892 170.0 619 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1408 170.0 521 110.0 1735 170.0 521 170.0 Im 170.0 521 z
40In 170.0 708 170.D 524 170.0 850 1T0.0 BM 170.0 9D2 170.0 630 170.0 MS 170.0 661 170.0 1275 170.0 877 170.0 1417 170.0 680 170.0 170o 170.0 680 110.0 1983 170.0 660 170.0 2287 170.0 68D J W
50.625In 170.0 747 170.0 663 170.0 698 170.0 631 17C.0 10/6 170.0 664 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1783 170.0 768 170.0 2092 170.0 758 170.0 2391 170.0 756 � fA
541n line 797 170.0 812 like ON Me 691 170.0 1118 170.0 754 170.0 1275 170.0 803 170.0 f434 170.0 83-1 176.0 1554 170.0 858 170.0 fall 110.0 881 t70.0 223t t70.0 991 170.0 2650 170.0 801 m o Q
win 1TO.0 885 170.0 701 170.0 1063 170.0 79/ MA 1240 170.0 670 170.0 141T 170.0 244 170.0 1594 170.0 BBB 170.0 1771 170.0 1033 170.0 2125 170.0 10S3 170.0 24M 170.0 1063 160.6 2680 170.0 IM H 0 �
0.7N 170.D BJO 170.0 745 1T0.0 1118 170.0 Bw 170.0 1J02 170.0 940 170.0 1488 170.0 1015 170.0 1073 170.0 1078 170.0 1659 170.0 1122 170.0 2231 170.0 1169 1w.7 =3 170.0 1171 1M.9 25M 170.0 1171 _1
wN 170.0 874 170.0 799 170.0 1189 170.0 907 170.0 1361 170,0 1002 170.0 1558 i70.0 1006 170.0 1763 U0.0 ff55 170.0 f948 Me f210 1T0.0 Z4J8 170.0 1276 181.8 2137 17D.0 1288 1329 2437 170.0 1286
72In 170.0 d063 1 170.0 875 170.0 1275 170.0 1009 170.0 1408 170.0 1120 170.0 1700 170.0 1223 170.0 1913 170.0 1315 170.0 2125 170.0 1357 145.6 2184 170.0 1480 124.E 2184 170.0 1529 109.2 2164 170.0 1530 Z O �
76In 170.0 1122 170.0 037 170.0 1340 170.0 1030 170-0 1870 170.0 1209 170.0 1784 170.0 I= 166.1 1960 170.0 1421 UB.8 IWO 170.0 1505 120.5 1060 161.6 16M 1oe.1 19w 164.0 1535 Fwa 70w 1627 1631 � W�
In f70.O 1161 Reg 067 Me 1381 170.0 fife 170.0 1811 170.0 1250 170.0 1842 170.0 1369 1527 1881 170.0 1474 137.4 1881 183,1 15M 114.5 188f 147.3 1473 98.2 1881 139.6 1459 85.9 1881 13L6 1484 Q 0- � ZV
90 In 170.0 1328 17RO 11M 149.1 1398 158.0 1219 MO 13" 130.0 1108 111.8 1398 121.3 Me 99.4 1398 110.2 1162 09.5 1398 101.8 1147 74.5 1398 09.6 1122 flee 1398 627 110S 65.9 1398 78.9 1096 I-^ .J.I
Q O) p
90N 147A 1228 161.6 1000 122.9 1229 727.E 1079 105.3 1228 111.2 1061 02. 1228 911.9 100 81.9 1220 69.6 1020 73.7 1220 524 1016 etA 1229 72,2 003 *97144.0
977 46.1 1229 62.1 007 QZ §Z C
fOB In f03.6 871 105.6 077 80.3 971 $9.0 U2 74.0 971 77.2 B49 84.7 WI 86.1 837 57.5 971 01.8 846 51.8 oil W6 BIB 43.1 971 40.0 796 782 324 971 40.8 Trl U) Lo11 2C)A -
111 In 95A D19 BTA BJ2 79.6 B19 81.9 6W 86.1 91D 7D.9 BOa 69. Big B29 781 61.0 919 w.7 7M {7.7 919 61.6 7M 59.7 91D Me 756 742 28.8 D19 37,1 7J2W 12D 1n 75.5 766 76.6 716 62D 786 64.5 705 511) 706 65.8 695 47.2 788 49A 686 41.9 T8B MA 677 57.7 786 40.6 888 J1.5 788 U.9 653 841 21a 7w 26.4 6J1 xV1MN 43,7 50 442 504 WA Me 37.0 408 J12 61B 57.9 4B1 27.3 618 2B2 MS -24.3 618 28.3 470 21.e 648 22.9 Q4 182 648 19.6 4M {55 13.7 618 16.5 44e U X Q 0
TABLE 12B 0. •N Z (Cq �
ANCHOR CAPACITY ADJUSTMENT FORMULA:
AneherCa aeI Table hay ANCHOR CAP-,e,,,,, �.ps �'�m�
SulsUele 2A Concrete 36R Cane. Hdit CMU Fned CMU PTWood Metal (DP)X( )=ANCHOR CAP„ p •�¢�
6/16'FJco vr6SFJco 5FIS-Ek0 4JrSSEIto 010Sled N12SIeei •12Steal MULLION CAP 3
AnehorCB Paltem• Anelor7ype 3'16•FJco lmlam yr EkaUNacon Uarmon 3•te'F1co URlam yr Elco Uftwon ® (G5)Sclea(G5) SEW(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
p ngpeaalor Uelecm A IeGeltr Sclelr
Edge Onfarce 0n7 11 2-v2' I 1• 1 2-112 3-fir 1• 2-irr 1• 1 2-112' 2 Mar 2 0,46• 0sr 0.32r CAPACITY REQUIRED'CORRESPONDING TO AN
Embetinenl n 1-3f4- lair 1 ta/r "41 21 1-114• 1-114' 1414' 1414- 1414• 1.14• v i4v iS•a vales ACTUAL PRESSURE REQUIREMENT FOR THE
2Anclras04.75•fun O.C.I Slatlad"GIMl Up(Fig 182X 390.7 3w Ws 450 Am age ras is"zs 27063 290@I 3541a5 7491t5 374A3 Mim gas In, 341 ies 4422s 6w Ws OPENING,WHEN IT IS LOWER THAN THE MULLION
4AM®2.MQ MIn O.C.18lm6fN(a Obel)Cup(Fla 37 740 6f 740 to 630lbs 1485 gn 1424 in NIA fitsl Its WA 6951M WA Bw Cs WA 6e2Ns 685 ttw 11201ni CAPACITY(FROM THE TABLE)OF THE SELECTED
6Arc0tr9a1.71'Mtn O.G/9lalmm(tr CI9e1)C1p Q1g 0 E95 B1 05D 0 758M 19461b5 NIA WA 705 Ws WA 7901W NIA WA WA 1022106 IWIs 1680 w6 MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Archnis 07 MIn.O.C.I g)2%5 Arele Cups I(Fla 5) 780ls 7 6se Ew 75w Ins ismn5 Dos sm b3 NIA 760lbs 748 Ws aw roe 1892 ms wzb5 685 Ds 112D B,s CAPACITY WHICH MAY BE USED TO QUALIFY
6Amhan lg T Min.O.C.1(2)245 Angle CrMI(Rg.fix i1701bs 11700s 1020 Ws 234003 264•s a wtos NIA 1140 Es 1122lbs 1320Ibs 28M P. 1022lbs 1327m few Ms ADDITIONAL ANCHOR OPTIONS FROM THE
3Arc11on0 i.3r MN.O.C.I U4:1o,N1o.12.9'Awon.(Flg 4 NIA WA NIA WA IUA WA WA NIA WA NIA WA WA WA WA 073 ANCHOR CAPACITY TABLE
6Arcton®0.64•M1n.O.C.IU-CAp,Inlo.12S M•n.Tile BX NIA WA NIA WA WA NIA WA NIA WA NIA WA WA NIA WA 21 J.
PRODUCTREVISED
2Amhon®266'MIIL 0.C7 FCIp(Fla 0k 370•s 3M ks M5Ib5 743 ft 7121ns NIA 2w W NIA 34810e NIA 440 0s WA 311 tns 142 to 6w 105 as complyin6 with Y1a FfofldY
3ArcAoro®1.71'MN.O.G/F•U1e( .10X 443 V. 62510a 3791D4 973 W1 NIA NIA 3M M NIA 9901ba NIA WA WA 611®s 664 as 040IOs Acf1e ng C de l6-0218.O j
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. Fapf�rali 0 Date
FIGUREi: FIGURE2: FIGURE3: FIGURE 4: py {
• • TABLE NOTES: 2.000'
• • • • • • • Miem Dade hsduQ
171(1II11lffl
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2A FOR ( - r
• • • • • GENERAL INSTALLATION METHODS. �.�t�()��•,.....,,M/((F
FIGURE 6: FIGURE 8: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
• • • • • • • • • • .250' 4.000' it No.58705 Y
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 70 BE DRILLED IN �I
THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23,FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LL
0 '
LOCATIONS _ L
FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACT 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT � U^•,,• S l E OI• •',\\I\`
•• �• T '.,!°CORIUM.•'�`.
(FIGURES 5&8) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.
MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK 18 2'X 4•X.25'MULLION
• IN PAIRS. GAUGE),STRUCTURAL STEEL TO BEAT LEAST,125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAS73 SCREW /�UIv��-•17711
•• • • THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LWN MILLER,P.E.
FL P.E,#58705
TABLE 13A
Mullion Capacity Table I(bell)® + W
Opening Width(for vedira*spara md3ons)or Opening Haight(for lndmrdelly-spencirgmt16on3)
so In win TO In 80In 001n 100N 120In Rain 160h, in
Rmtenoar Trepfldena. Recle7gtlar Tmp'feetg. Rmleng" Tr�rM.M. RWWrofet TmfVfdang• RmlenlNlor ')apm-no. Recleralar TInween9. Rmlangular Trep7Timil. Reclargder R pRtlarg. Rectanprler TreNTdang. d o
2 x 8 x.25 Loadnp loedn9 Loafing Lm"g Loafing Loadnq Loed 1g Loadn9 Laadng Load g Load q Loadina LoftLeads g Lwdng Laadnd Leaft Loadng
Ic
Alum.Tuba 2: a x g r z: ,• Z• •.. 2; 7: oY
Mullion a all
Cn
42In 170.0 620 170A 435 170.0 744 170.0 478. 170.0 888 170.0 500 170.0 9B2 170.0 519 170.0 1118 110.0 521 170.0 1240 170.0 521 170.0 1458 170.0 521 170.0 1735 170.0 521 170.0 1983 W 0 521 O
45 in 170.0 700 170.0 524 170.0 eso 170.0 58/ 170.0 992 170.0 6" 170.0 1133 170.0 661 f?0.0 t275 170.0 877 170.0 1417 170.0 NO 170.0 170D 170.0 660 1 00.0 1983 170.0 880 I70.0 2207 f70.0 6e0 J
50.625N 170.0 747 170.0 503 170.0 898 170.0 831 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 170.0 1703 170.0 758 170.0 2082 170.0 756 170.0 2381 fill).
r141.n170.0 797 170.0 612 170.0 958 170.0 691 170.0 1118 1T0.0 754 170.0 1275 170.0 803 tT0.0 14N 170.0 837 170.0 1594 170.0 858 170.0 1913 170.0 661 t70.0 2231 170.0 561 170.0 2550 0.0 B61 W O �
m M ♦-
170.0 8a5 170.0 701 170.0 1063 170.0 7B7 f70.0 t2/0 170.0 878 170.0 1417 170.0 914 170.0 IS8/ 170.0 99B 170.0 177f 170.0 1033 170.0 2125 170.0 100 170.0 2qB }70.0 f063 170.0 283J 170.0 f083
10 �
170.0 9M 170.0 745 170.0 1116 170.0 850 170.0 1302 17MO 940 170.0 1408 170.0 1015 170.0 1073 170.0 1076 170.0 1859 170A 1122 1T0.0 2231 770.0 1100 170.0 2803 170.0 1171 170.0 2075 170.0 1171 J_
1T0,0 974 170.0 769 170.0 1189 170.0 901 170.0 1781 170.0 f002 170.0 1558 170.0 1086 170.0 1753 170.0 t155 170.0 1643 170.0 1210 170,0 2338 170.0 1275 110.0 2727 170.0 1266 170.0 3117 170.0 1288 Z
170.0 1003 170.0 676 170.0 1275 170.0 1009 170.0 14W f70.0 Ilm 170.0 1700 170.0 12W f7a0 1913 f7Q0 1315 170.0 2125 170.0 1337 170.0 25W 170.0 1488 170.0 2975 170.0 1529 170.0 3400 170.0 153D L)$'
3170.0 1122 170.0 D37 1T0.0 13/8 170.0 fOBD 170.0 1570 170.0 1208 1J0,0 1794 170.0 1372 1T0,0 2018 170.0 1421 170.0 2243 170,0 1505 170.0 2892 170.0 1828 170.0 31/0 170.0 189{ 1T0.0 3589 170.0 1705 J IL Z
i' 170.0 1151 170.0 057 170.0 1381 170.0 1118 170.0 1611 170.0 1250 170,0 1812 170.0 1368 170.0 20M 170.0 1474 170.0 2302 170.0 1584 170.0 27&T 170.0 1700 170.0 3221 170.0 11n 170.0 3583 170.0 1798
~ J 170.0 1328 170.0 1144 170.0 1594 170.0 f328 170.0 f859 170.0 UPS 170,0 2125 170.0 fe53 170.0 =I 1710 1793 170.0 2655 170.0 f818 17D,0 3158 170.0 2125 150.0 3413 1710 22T4M
170,0 2381 Q ] Z N O
170.0 1417 170.0 1232 170.0 1700 1T0.0 1431 1T0.0 1863 170.0 te22 170,0 22e7 170.0 1704 170.0 2550 170.0 1952 170.0 2533 170.0 20A5 150.0 3199 170.0 23 88 137.1 319E 168.6 2470158.1 2428 O4�--
170.0 1584 170.0 1/00 170.0 1013 I70.0 181T 170.0 223t 170.0 1870 170,0 2650 170.0 2078 184.E 2781 170.0 2271 146.3 TI81 181.0 2333 123,E 2781 t/0.4 2281 f05.9 2781 125,8 2234110.0 2100U)111N t70.0 fen 170.0 N51 170.0 }BBB 170.0 1700 f70.0 T1B1 170.0 1932 170.0 282f 170.0 2119 151.8 2872 1e2.3 2I45 136.E 2832 148.4 r210 113A 2872 1284 2186 878 2872 1151 2126 106.3 2000 x '.L170.0 1771 170.0 1586 170.0 2125 1T0.0 18W 154.4 2212 159.9 tB91 135.1 2252 141.4 1984 120.1 2252 1272 1B3B 106.1 2251 110.1 t815 801 2252 898 IB72 772 7Y,2 889 1B3B 81.4 1808 r m N rnX
125.1 1584 129.8 1145 10{.3 1581 108.1 1425 89A 1581 91.5 1407 78.2 158{ 80.7 1300 69.5 15B/ 72.3 1173 82.6 1504 85.7 1358 S21 156{ 58.0 1330 M.7 1584 49.2 130544.4 1287 Q„CV Q 0
TABLE 13B Z (10
Anchor Capacity Table be ANCHOR CAPACITY ADJUSTMENT FORMULA; mo
aamfmla: 2.7kCa 10. 3.5kCam.I "a-CMU Food CMU I PT wood Motel OP, ANCHOR CAP-,mT_ S PSI( )X( )=ANCHOR CAP.,,, wr
SI18•Eko 1/4 Se Eko 5ltr EI50 il4'SS Eko 610 sleet 612 steel •12 sted MULLION CAP.,,„„„,
AnchorCtlpPeReme A"`IiOfTI� 3HrEtcoUluaeon v4•tekouromon uum. 3016'Ekou4w. 1I4'EkoUlOmon AgpmGalor unman Apalecatn 8_(G5)Sctew(051 act-(GO 1 USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge Mlet<e(1n): 1' 2-trc 1' 2.1a' 3-11r r 24re 1' 2-ta' r 3-frr r 0.48' 0.54' 0.324• CAPACITY REQUIREWCORRESPONDING TO AN
EmbMnml INI la/4' 1.314' faro- 1dI4' r I.114' 1.1/4' 1-1/4' 1.1/4' 141C 1-IW r la/r lace• lmktl I ACTUAL PRESSURE REQUIREMENT FOR THE
2Ancriw@4.75'Min-O.C./Stw4xd arOBset Clip(Fg.182)C 390 roe 3901bs 450 rbs 690IM 1044 k. 4701m 280lbs 354 roe 740163 37411A 684 roe 940 roe 34113 442lbs 560M OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Amhom®4.6r MN.0.0.1 Sland•d("Orfsel)Cap(Fla.31: 760 ea 7B0 as 900 ros 1740lb3 3232 80 540 ros 560lb3 708 rotl 1480 @tl 7481m 12721bs 18W rm 6e2 0a 085The 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED
8 Amhom @ 1,71'MN.O.C.I Standard(aOffse0 C9p(Fig.4y 11801bs 14001ba 1010lbs 2595 lb, WA WA HOW WA 1065 ae WA WA WA 13rd bs 1770lbs 2240 a* MULLION.IT WILL YIELD A MINIMUM ANCHOR
4Amhore@ 7 MIa O.C.I(2)2e6 Argie Cops I Fig.
180lbs 7601be 6Wlbs 1500lbs IBM m. 540 ros 6001W WA 7001ba 7461m UDlbo 111WIbs 68283 8851116 1120lbs CAPACITY WHICH MAY BE USED TO QUALIFY
B Amhm @ TPA.O.C.I M 2r5 A,,&Ceps I(Fg.6T 1560IM 15001bs 13601bs 31201b3 3702 roe 1080Ibs 112o roe WA 1520lbs 1490 w 176011. 3r841W 1363 me 1770lb. 27AO ms ADDITIONAL ANCHOR OPTIONS FROM THE
12 Amhdtl @ 1.S Mla O.C.I(2)245 Angle C4e I(Fig.7): IWO Ibs 2100lbs 1440 ro. 3760lbs WA I WA 1320111s WA 15M[be I WA I WA WA 20450s 1 2654%s 3350Intl ANCHOR CAPACITY TABLE.
4Ambom(0194•Mn,O.C.I UZOp•N1o.125'Akm.".9). WA WA WA WA WA WA WA WA WA WA WA WA NM N/A 1430 pis PREDUCr REVISBD
B Aminm @ 0.64'Mn.O.C.I Ualp•In1o.12S Akm.(Fig.BS WA WA WA WA WA WA WA WA WA WA WA WA WA WA 2861 Ws complytn6 wilt the Fla"
2AfthM@466'W.O.CJ F-CEP(Fig.TO} 390®s 390 rbe 45g es 890Ibs 161816e 270 M3 2BO Ibe 3S4fbs 740As 374lbe SM lb, 948 tbs 341 Ds 4421M 68g lba I�'2'800'�1 Deilding Codc
4 AKMn®1.71-Min.O.Ci F-Op(Fg.tt} 590@a 700M 505Ibs 1298 lbs WA WA 470lbe WA 533Ib3 WA WA WA 1 6621M I BS51ha 112016s Acccptenm No��� �8•��
nail Date /fp21
NOTE;FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. .25O'
TABLE NOTES:
By
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 1D., FIGURE 11: - - Mlam hoducl'
• • • • • • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON
Z ((t 1 r I 111I
• • • • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \ OP b /7
1`,.......,1!1( rim
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS ISALLOWABLE. ����N;•'4(Ct:NSC •F'P
• • • •• • B.00D' Y� ii
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE..FOR EXACT DIMENSIONS,SEE SHEETS• • • • • • •• • • 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON _
FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE ••'4�� 1� l/
• • • • • • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED •f) ATL OF ulf,
(FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE TREATED O
• • • • • • • • MUST BE YELLOW SOUTHERN PINE WITHAMSGOF0.55.ALUMINUM SHALL BE6063•T5 AND BEAMINIMUM OF,125' '•'(�`•''• %OR(PA•''�(j,`
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045-THICK 18 GAUGE).STRUCTURAL STEEL TO ����Si3'
• • • • • • • • USED IN ( E) //710N)1\r
PAIRB. BE AT LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2'X W X 2S A.LI�NIV'MI�C R,P.E.
THREADS BEYOND THE MATERIAL#10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P.E.#58705
TABLE 14A
Mullldn Capacity Tabte Pbeffel A a:
Opening Width(for verilcally-spanninj mulllom)or Opening Height(forhod IlIpsperwingmiflom) Cyi3� F
601n 001n 701n 801. 901n 1001n 1201n 1401n 1601n 111444 5
Reelwpulm Traprd-no RectanBUer TM. IQ Rectangular Trepidang. RoMnIIAaI TFap ft g. Realw War TrWRI g. Reelanguhar Trepmarg. Rectargular Trepadang. RttlargWar Treplfderg. Raclorgulu Trepmnrg. d
1.28"k 2.11" Loading LoaanO Loadlfg Loading L.WIM leaarg Loaarg Loading Loadig L9aarg Loading Loadkg Leadag Loadirg Loading Ldaaog Lending LAaarg o G
X,12V'Alum 6x J
Tube Mull � �• I I SIX 1 11 1 It 1 11 1 It I ll I II I 11 11 la N LL
421n l4k2l 620 167.0 428 1212 We 1148,91 419 103.D $26 138.91 414 00.1 526 134.61 411 80.1 626 134.1 411 721 We 134A 411 60.1 528 134.1 411 1 51.5 1 528 134.1 411 45.1 1 528 1134.1 411 I2
48N Bari 403 10&0 333 00.5 403 94,7 325 89.0 403 013.4 320 60.4 403 81,4 317 6a7 403 79.1 315 4&3 403 Me 314 40.3 403 70.6 314 $4.6 403 TOR 314 30.2 403 78.6 314 = LU
LU
50.025 in 823 352 91.0 301 68.6 382 78.3 294 58.8 302 71.9 280 51.5 Jet 87.2 288 45.7 362 64.6 284 41.2 W2 628 283 34.3 1 382 1 615 283F15.
362 ea5 284 2&7 382 67,6 283 IY° (n
64 In 67.0 310 74.1 267 5a5 318 64.2 281 48.6 318 57.7 268 424 318 W5 2Si 37.7 318 50.8 Me no 318 4a5 249 28.3 318 49.1 240 318 49.1 248 21.2 318 49A 248 m 0 S 0
g 60N 415 256 W.1 210 41.2 266 46.7 211 35.3 258 40.7 210 30A 258 37,2 207 27.6 258 34,9 204 24.7 25e 33.4 200 20.a 258 322 201 258 322 201 15.5 258 322 2D1 (n rp
a 83In 42.7 234 4&8 2110 3&6 234 39A 105 30.5 234 34.7 192 28.7 234 31co
.0 189 23.7 234 29.4 188 21.4 234 28.0 184 17.8 234 2&6 183 239 2a5 183 ta4 73A 29.5 183 lL J6eN 37.T 213 39A 783 31.0 213 337 179 2&5 213 29.8 178 Zi.2 21J T7.0 173 tag T73 25.1 170 tab 213 237 169 156 213 22.2 167 213 22.0 100 11.8 213 220 lea 7 Z)
Z y
72N 28.e 179 3D.1 1 155 23.8 178 25.e 162 20.4 179 22.5 149 17.9 179 20,3 147 159 179 18.7 146
TO In 24.3 181 25.4 140 2a3 161 21.6 137 17.4 1B7 19.0 135 1&2 1 161 17.0 133
781n 225 162 23.5 133 18.6 152 too 131 16.1 152 17.5 1 128
7
TABLE 140 ANCHOR CAPACITY ADJUSTMENT FORMULA: Q Z N
AnchorCepRel Teble Obs) ANCHOR CAP.,,v,,,,, F X• o
Sr4alr4te 2.7k Cinc7ele 3.&Cone. Wkw CMu FbedCMU PTWom Mc1al (DP„)X( )=ANCHOR CAp.,,, (/7 � o r
SJ16•Eko 114•SSEko di6•Eko U4•SSIXo etOSted 61251re1 61281ee1 MULL IONCAP.,„,,,,,
Atetror Type 918•Eko Ulrsm t+a•FTco Utreem 3716'IXoUpracon 1rM Eko Ulracal N
AnehorCllp PeMeme tnracm nppecator Ultam ntSr.4Lalor screw(G6g 8c"g screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR � x
Edge Dlstancen r 2-lir r 212' 3-1+8• t• 2-17 r alrr Y 3-va z a4a 0.61• 0.32C CAPACITY REQUIRED`CORRESPONDING TO AN m
Erneeenali pnT 1 141c 2- 1-1 1-v4• 1 1.114' 1 1-1/4' 141C I I-UT z tags• 1a'8• tales ACTUAL PRESSURE REQUIREMENT FOR THE N
4 Anchors 0 7F91L O.C.1(2)2r5Argte COM L f 1T 760hM 780 As seo108 15m bs 1B96 ks 5tl 6s 6soM WA 781M 70- t&1 ma 1B92 ms 682 ns B86 ma 1/30Im OPENING,WHEN IT IS LOWER THAN THE MULLION U Q
CAPACITY(FROM THE TABLE)OF THE SELECTED 0.ggg=� Z w MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY .$ ' •�
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. f`7.286•-°-I PRODUCT REVISBD
os complying with We Florida
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. r Duurg Codo(6-0ZI
FIGURE I- I A-PtenceM 8• 3
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Sxpualian Dat ?vlz I
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2 116' Ay
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Mi Dade "
ANGLE CLIP MUST BE USED IN PAIRS. 126• 11 t 111 L 1I
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.FOLLOW AND GROUT-FILLED
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED ,`"t O`V{
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.125• `.•�tOEN�E F'P �i,
THICK STEEL STUDS TOBEA MINIMUM GRADE 33AND.045•THICK(18GAUGE).STRUCTURAL STEEL TOBEAT 1.26'X2.11'X.125•MULUON C�•' '•.•�i'
LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3SCREW THREADS BEYOND (INTEGRAL FIN MULLION) =•Y;•' No,58705
THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S.
A.LYRIJ+MILL ,P.E.
FL P.E•#58705
TABLEI5A � -
0
Mullion Ce 110 T4tblo Ib8fR2
Op lining Width(forvaftically-sparring millions)or Opening Holght(for hofizortaflµsparrirg mtliions) C
501. Win 701n DO In 001n 1001n 120In 1401n i6oln a
0
H.tmprlar hepintang. N.I. der nep/RtMg. RectengWv 71ep1Titeng- RectenDtfer Tmp'fdeng. Recrengaly TmP-wg- Reclerguler 7repWmg. Roefenguly lymm g, Reclargdnr Trep?tlerg. Ratonguiv hep/f5eng. 4
J.26"JO Loadsg Laadrg LoeAng Loadn9 LoadnB loedrg Losing Load Wedbg l.oedrg Loadn9 Loft Loedlg Lo94r4 Londng Loadng Loadrg Loadng sY V
DEO.AL F F F F F F F F F F ^
BAYMULL
rn t-
g z r�
421. 170,0 620 170,0 433 1T0,0 744 170.0 47a ima me me; 5m 170.0 992 170.01 519 17D.0 1116 170.0 521 170.0 1240 170.01 521 170.0 1468 W0.0 521 170.0 1735 170.0 $21 149.1 1740 170.01 521 1 O W
481n 170.0 708 iM.0 524 170.0 $50 170.0 504 170.0 B92 170.0 630 1 170.0 1133 170.0 661 1 170.0 1275 170.0 677 170.0 1417 170.0 800 1622 1622 170.0 680 130.6 1622 170.0 BBD 114.2 1622 170.0 880 Y
50.8251n 170.0 747 170.0 663 170.01 695 t70.0 631 170.0 1046 INN 684 170.0 f105 170.0 723 170.0 1345 170.0 I 747 164.2 f443 1170.0 7W 138.8 14{3 170.0 756 if7,3 1443 1 70.0 759 f028 1443 170.0 768 lL o o O
641n 170.0 797 170.0 e12 170.0 VA 170.0 e91 170.0 111$ 170.0 754 170.0 1276 170.0 SM 180.4 1353 170.0 837 1".3 1353 170.0 856 120.3 1353 170.0 881 103,1 1353 170.0 681 90.2 13% 170.0 861 ID C3 ~
N
60In 170.0 086 170.0 701 170.0 1083 170.0 707 167.0 1210 170.0 676 148.1 1210 170.0 944 INS 1218 159.5 936 116.0 1218 152.1 B24 07A 1218 146.1 013 53.5 1218 1 146.1 1 913 73.1 1218 148.1 913 F- � GO J
BSN 170,0 930 170,0 745 170.0 Ills 170.0 650 160.2 1150 168.9 033 131.4 1160 151.0 914 116.6 f160 141.9 890 105.1 1160 134.2 SW 87.6 1150 120.7 671 75.1 f150 I 128.2 870 85.7 flea 1262 670 d m
Be In 110,0 074 170.0 789 1524 1048 165.5 981 130.0 1048 148.8 604 114.3 tale 133.1 850 101.8 1048 123.4 839 01.4 1048 116.8 B30 782 tale 109.4 821 W.S 10{5 100.2 et6 67.1 1015 1082 B18 Z �3
3 721n 140.6 680 147.9 764 IVA 080 126.0 T48 100.6 ON 110.0 734 80.0 890 100.0 722 78.2 NO 92A 712 70.4 NO 882 703 68,7 000 792 693 50.3 $80 76.6 Bee 44.0 M 76A 088 � _ LU
LU
ry 781n 119.7 790 125.1 690 99A 790 108A 016 05.6 700 933 663 74.6 790 03.0 652 Me 700 78.9 643 59.9 790 71.7 SW 49.9 790 55.1 024 428 790 021 Big 37A 790 01.3 B17
791n 110.6 750 115.5 657 82.3 70D 98.1 6N 79.1 750 $5.0 032 692 750 T7.1 621 41.6 750 70.6 612 66.4 760 66.7 ON 482 750 59A 694 39.0 750 682 Us 34.6 750 65.5 We
001n 72.1 683 74A 600 W.1 50 d29 491 61.6 6M 64.0 483 45.1 583 48.9 475 40.1 503 44.4 488 30.1 563 40.9 462 30.0 603 36.2 452 25.6 563 33.3 445 22.5 503 31.6 442 m Z N r
881n 59A 495 01.1 443 49.5 495 61.5 435 42A 405 44.8 427 37.1 495 39.0 421 33.6 495 36.1 415 29.7 495 332 409 2CO 496 XI 400 21.2 495 20.6 394 18.6 495 25.0 390 (n LU
toe 81 41.7 381 428 353 31.8 391 35.9 345 29.5 391 31.1 342 28.1 SBI 27.8 337 232 391 249 333 20.9 301 22.6 328 17.4 391 10.7 321 14.0 391 17.8 316 W 0
III In 38,4 S70 302 375 320 3T0 53.0 370 27b 370 20.s 326 24.0 370 25.3 320 21.4 370 22.8 316 10.2 370 20.9 312 10.0 370 18.1 305 Lu
120In 30,4 317 30.9 289 76.3 317 26.0 2d< 21.7 3f7 12A 280 19.0 3f7 18.9 278 IMP 317 17.9 273 U O Q
144 In 17A 220 17.. 203 -i4h Z�O`0
TABLE 15B ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anchorce ecl Table be w�-�
ANCHOR CAP.,,a,,,,a,
sumlmie; 2.7k C9ronMa� 3.6k Core. Haeow CMU Filed CMU P7 VNood Me1e1 (DP_)X( )=ANCHOR CAP.,a,
Sr16'Eko I/V as Eka Sr18'Ek0 114•ss Eke 010 elcel 612 sled 012 steel MULLION CAP.,,r,,,,,,,,
Anchor Clip Patterns Mdwr Type: 3Hs•Eko ulveeon IM'E1ca U0raeon lebaoon 3na- Uitrxan f14•Ek0 UIb4con AWoGaW Ullmem A90reOeler Scmw(05)St"(GS) Scrim(051 USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge Wilma(1'k 1• 2-1121 1• 2-Irr 3.11e• I- 2.1rr 1• 2.1/r 21 a-1/6• 2• 0.46' 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
Embednent(Ink I-V4• 1 1.314' 1.314• r 1.1IP 1-1/4' 1-1/4' 1-114' 1.114• 1-114• r 1;r I-=- Talks ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anch-406'Min.O.C.I f2)2r5Aigle pips I(Fp.It 380Ibs 38016s 450 am ego lW 1700 am Z101W 290lb9 354lbs 74011a 374 The 7201bs B481bs 3410x 4421M 580Ms OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Archae®3.5'Min.0.C.1(2)2i5Anple aps 1010.2k 780 9n 7B0 Ws 7906a 1670lbs 2525lbs 5401na 560lbs WA 11201be 7481be age M3 1692 Me 6821ha 665(be 1120166 CAPACITY(FROM THE TABLE)OF THE SELECTED
6 Anohom 02.71•Min.O.C.1(2)295 Argk Caps l .3k 11201W 1120Ibs 058 P. 2246Ins 2254 Ins WA 8/016a NIA 1059lbs N/A 1320IM I WA 1022 Ws 1327•s 1080 Ds MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE. PRODUCT REVISED
FIGURE 1; a1 Can yine with Iho Atxld9
TABLE NOTES: BWlding Code
ACoeptmn N0)(0-OZ.18.03f
• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. iletlm Dade 2D ZI
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
By
FIGURE 2:
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, Mi Daft Pmdm
\,till IIlI
3)MULLION AND MULLION CLIPS SHOWN ARE NOT IM SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 1-23. .125' �\ L I df/
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. � ,)<� •""�"••l(Fn
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30' c ,.•'�\CEI•.Sr 1
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' _ i.o.58705 _
FIGURE 3. CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE TREATED r, -
• • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 6063-T5AND BE A MINIMUM OF.125'
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT �t) •, y 16 �� Ir
LEAST A25'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 30•BAY --)� 1 fATE�or [!r
• • THE MATERIAL.f110 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. MULLION '•., FGORtOP•'•
ANGLE CLIP FIGURES 1-3 MUST BE USED IN PAIRS.
A.Ll)NN M(L: R,P.E.
FL P.E.#58705
TABLE 16A + � _
Mulllon Capacity Table Ibeff? y �R
OpeningYYldth(for Yartice*spl3rd rnt10onsr)crOponrnpHaight(for Indawltsy-sparfrgmdliorts)
501n BO In 701n 801n 9014 tell In 1201n 140In 160 in
Rectangular 4eplTdeng. Reetwo er Traplyden0. ReclwWar Twm wp. Rectenou, O
TiL-Ting Recledv TLoad"ng. Rectergilar Trepfrder�p, Reclanpder TrgJTdong. RacleOgdar TmpRdert9. Rectenpdar Lep71gen9, bXn 3R6"48 l Fading Loading l�dng Loading lead q Lad g Lwd g Load ng Load g lnadIV Imd g Loading Inedng taedng Loading Loadllg Loading Loading li DE0.AL ,,��••
BAY MULL d
d Eto
d d� N
U)
121n 170.0 e20 1170.0 135 170.0 711 170.0 178 170,0 66e 170.0 506 170.0 092 170-01 510 170.0 1116 1 170.01 521 170.0 1210 170.0 521 170.0 1458 170.0 $I 170.0 1735 170.0 621 180.3 1e71 170.0 621UJI
J W
49 In 170,0 708 170.0 524 170.0 S50 170.0 5M 170.0 992 110.0 we 170.0 1133 170.0 681 170.0 1275 170.0 877 170.0 1417 170.0 080 163.7 1637 170.0 680 140.3 1837 170.0 BSO 122e iB37 170.0 BeD dd w
5D.825In 17D.0 747 170.0 Sea 170.0 S98 170.0 031 170.D 1018 170.0 684 170.0 1195 170.0 7M 170.0 $345 17RD 747 170,0 1494 170.0 750 147.1 1552 170.0 755 126A 1552 170.0 758 110.4 1552 170.0 756 a W
54In 170.0 707 170.0 612 170.0 OW 170.0 691 170.0 1116 170.0 754 170A 1215 170.0 803 170.0 1434 170.0 837 165.2 1455 170.0 850 129.3 1455 170.0 681 110.8 1455 17oA Set 97.0 1155 170.0 Set m M
60 In 170,0 ee5 170.0 110.0 "9
0.0 i083 170.0 797 170.0 12/0 170.0 e78 157.1 1309 170.0 0/4 139.7 1309 170.0 B9e 125.7 130A 163.5 OR 101.8 13DO 157.1 W2 89.0 13M 167.1 982 78.6- 1309 157.1 982 j
63in 170.0 930 170.070.0 1116 1IMD W iB2A 1247 17AD 040 1425 1247 164.5 003 120,7 1247 1528 9W 1ILD 1247 144,3 952 We 1217 138,2 935 efA 1217 135,7 935 �71a 1217 135,7 935 L W J
7
Sesb 170,0 971 170,00.0 118A 170.0 903 Ue.4 1190 10.7.7 965 129.9 1190 1420 9/5 116.1 1190 13&s 928 103.9 1100 ize,4 9u 66.e n90 tt9s W 74.2 1100 lt8.i 803 64.0 1190 Its.] 893 Z '�
72In i8t.e 1010 169.E 34.7 1010 144.E 8% 115.4 1010 127.2 842 101.0 Will 114.7 828 89.8 1010 105.6 017 5o.e 1010 98.9 807 67.3 1010 00.8 795 57.7 1010 67.8 TDO 50.5 1010 07.1 788
a
TS In 137.1 BOB 143.514.5 906 1220 775 90.1 BOB f07.1 781 BS.B 908 082 749 7&] BOB Bet 738 -7 BOB B23 729 57,3 908 71.7 71B 48.1 BOB 71.2 7f0 /28 BOB to 708 z
781n 127.1 881 132.505.9 081 1125 736 90.6 eat 88.9 725 78.4 e61 85.5 713 70.8 801 61.0 703 an 861 75.4 694 53.0 881 66.t 681 45.4 Ni 64.5 675 39.7 Set W.7 Olt F }
901n 827 840 85A 5.9 60 721 584 59.1 60 02.9 5% 51.7 646 50.1 645 40.0 W 50.9 537 41.4 BIB 47.0 SW 34,5 60 41.6 519 29.5 &6 J6.2 511 25.0 840 36.6 607 Q m Z N
90In 632 50 70.1 0.0 568 59.1 499 48.7 Sell MA 491 42.6 See 45.6 403 37.9 568 41.4 470 34.1 See 30.1 470 28.4 588 33A 459 24.3 568 3D.5 452 21.3 668 20.1 447 N W•� yo0 e
1081n 47.0 449 45.9 B.9 449 41.2 399 34.2 440 35.7 3W 29.0 449 31.7 387 26.6 449 28.6 382 23.0 M9 26.1 377 20.0 440 22.7 388 17.1 44B 20.4 361 10.0 440 15.0 350 rn � nIll in 44.1 425 45.0 5.6 425 37.9 370 31.5 425 320 373 27.6 425 gal 387 24.5 425 252 3W 22.1 425 24.0 3% 16A 425 20.7 350 15.5 423 1e.0 313 X 01201n 34.9 304 35.5 9.1 3e4 29.6 328 24.9 364 25.8 321 21.6 J61 228 317 19.4 364 20.5 313 175 364 10.7 3 1441n 20.2 253 20A B.e 253 17.1 230 a g Z O
TABLE 18B Anchor CaDacItir Teb19ib9 ANCHOR CAPACITY ADJUSTMENT FORMULA: •�g � O:
AN CAP,,,,,,,,,,, 8
slrosuale 2.70 corcrele 3.5k Cm. lfotowgAU Fie a1U PT4Vood Metro (OP,w)X( >=ANCHOR CAP.",
5116'Elcc liv ss Eko 511e'Elm U4.8s Elm nll0 steel S126ted M1231ed MULLION CAP.,,,,,,,,
Anoap7 typo: 3n6'Elm UBacM 114'E1rA UMeam 3118'Eko U70a0m. U1'Eko UNacm
Anchor CUP Patterns 14
1mm AcgreOetor LgIramn AD9m.dm .01.1 (ast amw(05) saaw(05) USE THIS FORMULA TO OBTAIN THE ANCHOR
Edge Distance(in): 1• 2-trC r 2.12' sire• V z-t2 1• 2-tir 2• 3478• 2• E10.22
8• 0.54• gaze' CAPACITY REQUIRED"CORRESPONDING TO AN
Embedmmlp.k 1.314• tam lar4• 1ar4' r t-1/a• 1-v4• t-v4• 1-va• 1-11C 1414• 2• - t•3ty reaes ACTUAL PRESSURE REQU)REMENT FOR THE
2Anc1ale 6 V IAn O.C./R)2r5Angle COPS/(Fig-1): 390 M 3901Da 450 VA 890 me 17001bs 210 @e 2B0Ihs 354 Ws 740lba 374 ft 720%5 9401. be 4421bs S60 Ns OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Antis 49 35•Min O.C.I t2)2t5 An*(MPG I(Fig.21: 780Ibe TOO It. 7901be 1670 IOn 2525 ros 510 be sso IDs WA 1 t20lbs 748(be 6BOIbs iW2lbe lb. 88sibs 11201W CAPACITY(FROM THE TABLE)OF THE SELECTED
6Anc8ae 2.71'MIo.O.C.I(2)2r5Angle C4pel(F.3t 1120Iba 11201bs eye ma 22401m 2254 n. WA 810Im WA 1059Ibe WA 1320 rbe WA be 1327109 18D0 @a 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: m connplyine with dine Florida
ace azim�b%16"0218-453
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Ex Ire ion Date 202)
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
Y
FIGURE 2;
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE- Mieck Product
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 125'Q41
\\``t�•(t.YNN nTj��l�i,�
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. i��\��•'y�OCNS✓;'•���
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '-t�'• (,Ip,fi8T06
FIGURE 3; CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED
• • • • YELLOW SOUTHERN PINE WITH AN SG OF0.55.ALUMINUM SHALL BE6063-T5 AND BEA MINIMUM OF.125• _ R=
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT
LEAST A25"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 6#12 ANCHORS INTO WOOD MAYBE STEEL,18-8S.S.OR410S.S. ��'•,. S pTL•OF >.`
PI(gINV
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. - ;��S •••••• \1`�
$/, .L
A:LYNr iNJiiy(1�LeR;�.E.
FL P.E.#58705
rt.oDo•-+ 1--tz5o•-I
--� 1.000• 1.000"
F--1.266•--i ffi o
-{ t.Doo• r-• -{ 1.00D• (-- � .1z6• II ngg
.125• �Y z o
3.125' .125' 3.186`
2.750' 2.750" .125' .125•
.125' .125' 2.118• N
2.000` 2.00D'
.265' U) N rcm
T.125 Z
.6,0
800" J UJ
1'XTXA25'MULUCN 1•X2'X.375'MULLION 1•X2.76'X.375'MULUON 1•X 2.76•X.650'MULLION VX 3.125'X.6'MULLION 1.25•X3.188"X.265'MULLION 1.26"X 2.11'X.125'MULUON Q a. N
8D53-TB ALUM. 0063•TB ALUM. 6083-T6 ALUM. 6083-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063T6 ALUM. O
XSECTION X-SECTION XSECTION XSECTION X-SECTION X-SECTION X-SECTION to OJ O
Z M
_ 10
'�{--.125' {-{r-.125"
TABLE A z W 5
I I 2X5ANGLECUP
STANDARD CLIP Dimension Value(In) For Mullion;
6083--T6 ALUM II` 6083T8 ALUM. ❑ W
f
IX-SECTION I 15' 2.000" XSECTION Z
6.1UT8ALUM. I ,125' B 2.654 1'Aluminum
Fa-
.125' X-SECTION 1 Aluminum Z Q Ql O
L C 0.885 Tube Mullion Q Z QZ Z N
125'�I I D 0.740 y Z� }{o
--i.740"L A 1.125 1"X2 X.375' w O B
B 2.404 Aluminum a J y
3.125---" CUTHERETO 375' 5.000' --� O 0•� Tube Mullion U ❑ Q �i
.375" r_CREATE F CLIP,SEE MIN. .375'MIN. {�- D 0.490 d'tom U) 1n
MIN. DETAIL F.SHEET 4
33V MIN. A 1.875 $ go
r------- B 3.000 1'X2.75"X '�
I 1 I I I A A 1 U•CLIP AVXSH'
- -L- __-__J L-------J 6063-T6ALUM. ------'' 2X5ANGLECUP C 0,757 .375Alumfnum
TOPMEW 6063T6ALUM. D 1.118 Tube Mullion
TOPVIEW
STANDARD CLIP R OF ANCHOR ROLE MUST LIE WITHIN THE E ASO Min.
6D63TBALUM. D BOUNDARY.SEE SHEETS 547 FOR THE A 1.312 1'X2.75'X
CENTER OF ANCHOR HOLE MUST LIE TOPWEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR
WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+Ut6'. B 3.000 .650'
SHEETS 6.17 FOR THE ANCHOR O.C. WRHIN THE DASHED
C 0.478 Aluminum
DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE
DIAMETER:ANCHOR DIAMETER L 1116". SHEETS 6.17 FORTHE D 0.838 Tube Mullion
ANCHOR D.C. TABLE
DISTANCE.MAXIMUM PGT Pert# A 2.000 1'X3.125•X •^Rt7DUCf RBVLSBD
375" ANCHOR HOLE Mull Dimension(sheet#) B 2.637 mcomplyindwithawFlaiyl
5.500. DIAMETER:ANCHOR Mulllon Std.Clip Offset Cllp U-Cllp Angie Ctip •Tube Mum B,.P[gCoda
.375' MIN. DIAMETER+1116'. C 0.863 Tube Mug AcaplanxNo)�0-0218'D3
MIN. 1"X2"X.12W(5) 66605 666113M 6661118M 666243M 666511M D 1.137 pirutl bate qp$)
r_ -____F___________� 1"X2X.375" 6 66M 666114M 6661119M 666244M 666512M
() A N.11251.25'X3.188 Mien Dade Product
j 1"X 2.75"X.375"(n 66607 666116M 6681120M SM45M M513M B X.285'Alum
B 1"X2.75"X.6W'(8) 66608 666116M 6661121M 666246M 868514M C Tube Mull
1 i i I 1"X3.126"X.50D"(9) 6663TM 666111GM 6661114M M242M 686515M �0�.••' ErISE '•�k �%
j r26'X2,111-X
ll 1.26'X3.1W'X.26.5'(12) 66841M 6661117M 6861113M 888241M 668518M A 1.813 .121"Alum r
1.26'X 2.11"X.125'(18) 69370 N/A NIA NA668517M Tube Mull 4:
A
_ r, 1 :LZ
C_ OFFSET CLIP NOTES: '",O,�- �'`3 `b • iy7
.125• 6003-T'8 ALUM. E U.
1 TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. '•�O•'•, r A IOP'•••C9
2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. '/''`�SSJn 1 �„`�•�
i J
A.LYNMIry�11 Fk� -E.
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. FIL P.E.#59705
-i t.oeo• �- -� 1 Dao• �- 1.062°-1
740"
.063' .385' rt ® r
.082' -�{ 125"
062• I t6
43a. -�
4,D00" 4.000° a.376-7
4.000' ,125 I a
STANDARD CLIP o w
2.625' 2.ODW 6063-T6 ALUM. 2-126' -CUP
2.000'LLE CLIP.125" XSECTION ALUM. Lee
I I 8083-T6 ALUM. TION
.125' .125' .126" XSECTION .125' N
.031" 03
, .125°J Z N -
1 O ru
.125 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J
'1�� .375' - DASHED BOUNDARY,SEE SHEETS 5-20 FOR THE J W
ANCHOR O.C.DISTANCE MAXIMUM ANCHOR
1'X 4'X.125'� 1'X 4'X.375' t'X 4'X.375" HOLE DIAMETER;ANCHOR DIAMETER a 1/16'. - W m 0;3 Q
MULLION MULLION T-MULLION - 5' �� m co H
8083.76 ALUM. 6083-T6 ALUM. 6063•TB ALUM. CUi HERETO 5.000' Z p7
.375' 3.125 CREATE F-CLIP. •37S 375' Fes., Q (O J
X-SECTION X-SECTION XSECTION F- -
MIN. I DETAIL F.SHEET4 rt MIN. fA j
00' rIIIIII ---------_---�IIIIII III,,I `-III1II - 11IIII F• III r6
F !III
------------------_----_�III -ZQQF-QU- W1.250 .375'
r--------i r--------- -----------i .375CENTEROF
1.250 ANCHOR HOLE MIN.
MUST LIE WITHIN aTHE DASHED
BOUNDARY.SEE 1- 0
_0Q�
Q
t21W 2.875 - SHEETS5-20FOR ------ 0 Z
50' 8�€L'Ydo-
THE ANCHOR O.C.
3.94" DISTANCE I-
32 MAXIMUM
. HOHOLE
0D 00' DIAMETER: i
DIAMETER+It
------- ANCHOR QQ'
wOZ
cn
.100, 4` 4' 2X5 ANGLE CLIP C
DC -C 3 ,
--i .820" F`� - .820 l - I .820' - CENOF OR HOLE Y VE 6063-T6ALUM. 606376 ALUM. TOPVIEW
WIT IN HE DASHED BOUNDARY.SEE p�yZo'f-
1.25'X3.25"X.100' 1.25'X 3.25'X.624' 1.25'X&W X.624" SHEETS 5.20 FOR THE ANCHOR O.C. TABLEC TABLE C,CONT.
MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value pn)For Mullion: Dimension Value(In)For Mullion:
600S76ALUM. 6005-TS ALUM 6W5-T5ALUM. DIAMETER:ANCHOR DIAMETER+1116". 7 X4' F 1oo( For Mullion:X-SECTION XSECTION X-SECTION
G 1.DDD .125' G 0.2 X.624•
3.469' S-500" H 268D Mumlrwm H 1.438 AIUminum
2.881' `I ,125 MIN. I 3000 Tulle MuiX I 3.260 Tube Mullion
1.377°� •125" 1.877" I MIN. .375' F 3187 1•X4°X F 2825 1.25`X3.94•
G 0.757 .375' G 1.125 X.624'
--- ----, , �------- H 243D Allsnlnlm H 1.500 Aluminum ^COUCT REVISED
1 3.000 Tube&'T' 1 3.250 Tube Mullion
I I I I I F 2250 1.25 X3.25' F 2.613 30'Ba Mufl DuildinpgyCode nh the Fleride
1 (fo-021$.O
125' I I I I O 0.750 X.100' F 2.876 45•Be MuII Acaplance No 3
.125 1 I , I I H 1.500 Aluminum B pieefi�Duets
45° 2.250' I I I I I
H j I 3250 Tuba Mu01on By
I I I I I Mi Dsdo 1'roduel
3.250'45'BAY MULLION I 3.250' I I I I TABLE b
30'BAY MULLION 6063-T8 ALUM L 1 a Mull Dimension PUTPaHf} tt
------- - ----- 1 /
6083•T6 ALUM. I X-SECTION (sheet 0) Mullion Sid.Clip Offset CII U•Cllp Angle CII `��t (1-YNN 4f14j
X-SECTION I I P P 0 P ` O?.•'
G OFFSET CLIP 1"X4"X.125•(10) 69304 686111M 6661122M ON241M W6516M `��•'ttOENSt:• i
.125' I 6003-TB ALUM. 1'X4"X.375-(11) 06810 668112M 6661123M 688242M 656519M ' '��
.228"1 -..9B7,-� .228"F�-.981'-4 TOPMEW =a�:• No.58705
NOTES: .740' 1'X4'X.37S'T(71) 86853 fi66112M 6661123M 686242M 688519M - '
1.25•X 3.25'X.100"(13) 2DI60 6WI127M 6MI124M 0602410M 6665115M
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25-X3.25-X•624•(14) 20161 6601128M 6681125M 6662411M 666511BM ^•p '. �'��Zj�I A R��
1.2VX3,-X.024"(15) 20162 8681717M 6867126M 688241M fi86517M '� S TC f �.`
2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 3D De9mo(19) 08699 WA WA WA 6685110M 0 FLORtO�:''• CD
45 DeOreo(20)
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 66650 WA WA WA 8665111M %i�S'
A.iNN���,'4ER;�.E.
FL P.E. 58705
TABLE E
Mull Dlmenslon PGT Part Y
(sheet#) Mullion Std.Clip U Cllp Angle Clip I "1 r•125' i t-.125' �
�I 1--•125'
2"X4'X.25"(16) 66602 666261M 666271M 6665112M r O
2"X6"X.25'(17) 66004 666262M 666272M 6665113M I STANDARD CLIP FLIT
U-CLIP I 2X5ANGLECLIP o��a �w
80&1-T6 ALUM 6063-T6 ALUM. 8083-TB ALUM.
2A00' I X-T6 AL N 2.126' X-SECTION 2001' XSECTION
NOTES: I 04
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING I .125' .125' L .125 1 4 m
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET- z yN
2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE �.1,ggp�.--r� 0 ryj
HOLE LOCATIONS.
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500"
W.9 y
CUTHERETO 5.000' 375' W V) o�
3.500' CREATEF-CLIP, MIN. m Z M
2.000' .375 '[ �-SEE DETAIL F. .375" f .376' �- � Z co
MIN. SHEET4 MIN. 1'-'
� z
r--------------- -------i --I-- i---------------------i wg
Z w Z
I
n.
1 I I I J st•
4.000' I --------I
4 -I-- --- --1- 3.438' E + 3.438" � T 1 U Q rn o
.2ZZ
50" 2"X4'X.25'MULLION _ 3.438 I I a ZQ�zQ Z cp
6063 T6 ALUM. j I i I N Z
XSECTION I I I I ------j .375" W O I I L--------------- MIN.
L- ------ ---I--- -------J -- -- 2' J Ul 2
L- STANDARD CLIP 2X5 ANGLE CLIP U ¢ 0 0
U�LIP,6083-TB ALUM. Q, 0
CENTER OF ANCHOR HOLE MUST LIE 6063-TBALUM. SED FOR 2'X 4"MULLION,SHEET 16 CFMER HEOF ANCHOR HOLE MUST LIE 8.70P IEW p"2 mO O
.250' WITHIN THE DASHED BOUNDARY.SEE TOPMEW TCPVIEW WITHIN 5-20 FOR THEASHED ANCHOR O.C. .TOPVIEW ��! �.
SHEETS 5-20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C. tt�
DISTANCE
IIIIIIII STAC E.:MAXIMUM A-NCIIIrI H-O R-HOLE NEOFANCHOIII RHOLEMUST LIE
438" DIIIIIIIIII S TANCE MAXIMUM
ANCHOR HOR HOLE
DIAMETER:ANCHOR DIAMETER 1116'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER F 1116'.
SHEETS 5-20 FOR THEANCHOR O.C.
5.500' DISANCE.:MXIMUM ANCHOR HOLE
C=IERE TO DIAMETER:ANCHOR DIAMETER+Ills". 5.000"
3.500"- CTE F-CLIP, '375
•375' SEE DETAIL F.
IIIjIIIjII
.375"
MIN. I r-SHEET4 MIN. 375' MIN.
^asi P i)UCT,
lREVISED
complying withdw F
.r llo,d�
Building de
Acp1mmNI(o-01,16.0�3
Epion $o od j
By
/M&ld4.86 --------
250' 6.000" _I__ 5.438
5.43T S.N
i
ENSe
2'X 6"X.25" I I I I 1 I
MULLION j I i I i i
6063-TB ALUM. I I I 375 _ No.56705 -
XSECTION I I I
I I I I I
L------------ �..Ll •.
`-------- I -------J ---------� MIN. - �- I� :0-�
STANDARD CLIP U-CLIP 2X5 ANGLE CLIP tORIO
.250" 6003-TBALUM. 6063-T6 ALUM. 6063-TBALUM. C'.`,��\
TOP VIEW USED FOR 2'X 6'MULLION.SHEET 17 TOPMEW
TOPMEW A.LYNA MILLER,P.E.
FL P.E.t!58705
EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.114%THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01-00.0 PSF. -
1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72-AND THE OPENING WIDTH IS 32'+32+1'�5',REFERENCING SHEET 25,THE COLUMN USING ®� �^
NO ANCHORS 01 HEAD x
--- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.114'AND WILL MEET OR EXCEED THE REQUIRED �, n
DESIGN PRESSURE OF+80.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE.
$ o
SEE SEE FROM TABLE 3A,SHEET 7,THE 1"X 2.75'X.375'MULLION(LENGTH=72',OPENING WIDTH=70-)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD a
FENESTRATION DETAILS, NOT BE SUITABLE FOR THIS APPLICATION.
PRODUCTS SHEETS QZ O
APPRovat\ 23 FROM TABLE 4A,SHEET 8,THE 1'X 2.75-X.650-MULLION(LENGTH=72",OPENING WIDTH-70')HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE E LL
72' OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. Lo
MFJIGTH 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 $ m (-
ANGLE CLIPS WITH(4)02 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z N N
�/ DE7AIL5, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MU WONS OR FENESTRATION PRODUCTS,WILL 0 W
SHE1:T5 APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE j LL=1
2.3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
as N
IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY. W C,
NO ANCHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FORTHE EXACT DESIGN PRESSURE OF 60 PSF: � M
636 LBS I--• J
—I MULL WIDTH (60 PSF)X( )=524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) Z)
OPENING WIDTH 72.7 PSF m
? E
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-31W.THE OPENING REQUIRES A
DESIGN PRESSURE OF+50.01-55.0 PSF, O Z
FOR THE VERTICAL MULLION: Z N o
1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72•+1'=105-AND THE OPENING WIDTH IS 36"+36'+1'-73'.REFERENCING SHEET 25. Q
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-W AND WILL � fq s 0)4�
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. U3 �rR a
EXAMPLE 2:MULTIPLE MULLIONS W IL
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 S2
MULL vnDTH--1 r-- AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 12A,SHEET 16,THE 2'X 4"X.25W MULLION(LENGTH=108',OPENING WIDTH=807 HAS ADESIGN PRESSURE OF+/.64.7 PSF WHICH EXCEEDS THE REQUIREMENTS IL Z fn to
SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. g DETAILS, 0 m
32• SEE SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36'+2=74',NOT 73'AS PREVIOUSLY m0 s0
-�
FENESTRATION 23
PRODUCTS ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO
APPROVAL � MAINTAIN
- THE 73'DIMENSION(35-1/2'+35-12'+Y=73').
2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED
VERTICAL( 1
CONCRETE HEADER AND SILL ARE 8-WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8.CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
MULLION` - �- USING THE STANDARD CLIP WITH(6)3116-ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2"GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND
LENGTH SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
& DETAILS, DETAIL E,
OPENING SHEETS 23 SHEET 3 FOR THE HORIZONTAL MULLIONS:
HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X.260'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER
FOR MULLION TYPE COULD BE CHOSEN.
MULLION
PRODUCT REVISED
W
MuwoN 7T oa Buildi
ng
i wlthOnFleri�I
1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 3Y+72'+2"=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE Dllilding
USED.FROM TABLE 12A,SHEET 16,THE 2'X 4-X.250'MULLION(@ LENGTH=42'.OPENING HEIGHT-120')HAS A DESIGN PRESSURE OF+1-t70.0 PSF WHICH EXCEEDS THE A—plasm No Ira.0'L115.03
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. E pieetim Date ?AZ
SEE
DETAILS, 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8- By
SHEETS WIDE IFTHE 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 Miam Dade Product
23 .(4)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1•GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED 1 t 1 I I I I I
ANCHOR CAPACITY OF 521 LBS. \���0T1� 1-YNN
3B•,HORR. �F•--- 11',HORIZ. 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CUP SHOWS THE ANCHOR ` ��t\.•'L%CENSF '•�F�Q
ULL LENGTH MULL. TH� CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE
L."OPENING
WI WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. \ 'r NU.53705
FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS
+/•64.7 PSF FROM THE VERTICAL MULLION;
+/•170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; ;-<V �J o ,u
+L170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). S'fAff �;
THE LOWEST DESIGN PRESSURE IS+/•64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. ,%()� •' Pto
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM,THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION
PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYFlNMILL��`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 TRAPEZOIDALJTRIANGULAR LOADING: o n ^
x
PW P
PIN PIN
PIN �dg
PP 0.
SHIDH SHIDH -SHIDH SHIDH Pw PIN Z SN rcm
Q Q Q Q ° W
I
co
oo / w o co
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / / / / m .c ~
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I / / / /
[� a HINGED
I DOOR
SGD - "-- Z
LOADING OF VERTICAL MULLION j
PIN LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q a '-��
I
PIN Z Q N O
Q Z
I PIN PW <in U O o PIN
PINW Z
52
SHIDH SHIOH I O O Q SHIDH 38
Q e� Z O O
i _$ �0 :0
I T/v
SHIDH W.
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULUON
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I
pW PW HR
I
� 1 .
I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
I MULLION
t
PH' HINGED I NOTES:
DOOR aRGL]UCT REVISED
PIN PIN i as tomplyina eith the Ftosidu
I 1)DRAWINGS ARE Building Code
RERESENTATIONS OF TYPICAL A—I-,,ncc No p
j PW CONFIGURATIONS. E Imtt Data 2p
I PW — CONFIGURATIONS NOT SHOWN
/ / / MAY BE EXTRAPOLATED FROM By �naducc
nk
c o THOSE SHOWN. mih
j 2)IF THE LOADING TYPE CANNOT `, X 1.YPJN I�
I BE DETERMINED,USE ;� *()C,`I .(tl(((/
I P,7
W RECTANGULAR LOADING. ,���.•'00FI•lsk '•,FQ
7
1 PW 3)SEE PRODUCTS'APPROVAL FOR No,;i070:�
_ -[3pW14-Fwj I ACTUALANCHOR LOCATIONS. A.
•,
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION Ll
-Ti /�7. t 6n-
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONSVVV 111 SPTCOF •L�i.
I �(� 'k ORIOE
LOADING OF VERTICAL LOADING OF HORIZONTAL A.&,NA ffi�R,:d.E.
MULLION MULLION FL P.E. 58705