HomeMy WebLinkAboutproduct certification MIAWDADE MIAb11-DADS COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MR) , 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section (Li 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 AHS 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 require nctits of the applicable building code.
This product is appro escribed herein, and has been designed to comp y wt ida Building
Code, inclildin a High Velocity Hurricane Zone:
DESCRIPT ON:Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I.
APPROVAL CUMENT: Drawitig No. 6300JR, titled "Lnpacl:—Resistant Aluminum Tube lions",
sheets 1 through 25 0 �vtt revision B
dated 10/10/14, signed and sed+led 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/scries, 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.
i
NOA No. 16-0218.0
MIAMI-DADE COUNTY Expiration Date: May 26,2021
L�'I'l!� Approval Date:April 14 2016
age 1
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 10-08.19.OS)
2. Drawing No. 6300JR, titled ImAluminum Tube Mullions",, sheets 1
.through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
along with marked-up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed
and sealed by Marlin D.Brinson,P.E.
(Submitted under NOA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010
and with FBC 5t1 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.
Mancea ez,P.E.
Product Cont of aminer
NOA N 6-0218.03
Expiration Date: May 26,2021
Approval Date:April 14 2016
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated
February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn
Miller,P.E.
2. Statement letter of no financial interest, dated February 15, 2016, issued by
manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
G. OTHERS
1. Notice of Acceptance No. 14-1.105.01, 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 ContrVIE miner
NOA No218.03
Expiration Date: May 26,2021
Approval Date: April 14 2016
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: h
NON-IMPACT OR LARGE AND SMALL
MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE
FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE S�
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES.........._...............1 mm
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 'INSTRUCTIONS...............................1 x o
FIGURE 1:
ELEVATIONS——................._.........1 Y tl
MULLT02XWOOD........................2 0 4 qq
MULTIPLE —OPENING WIDTH FORVERTICAL MULL-- ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 1X&MASONRY..............2 8 x = U
MULLIONS r - -� INSCRIBED INSIDE HAVE BEEN TESTED AS"FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES.............._...2 r`
BEE DETAILSINSCRIBED
AR NOT HAVE A GAP OF MORE THAN 114•FROM THE CLIP. MULL TO MASONRY.......................3
A-D,G,H; SHAPE
SHEETS 2.3 MULLTO STEEL STUD..................3 m
3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL................................3 }...
'j•�� DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS.............................3 U) FLLI
III r ALTERNATATE CLIPS_...................4 0 111
cn
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS.
BAY MULL INSTALLATION........._..4
4 PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.125 MULL SPECS...............6 J W
1 X 2%.376 MULL SPECS...............6 _
INSTRUCTIONS. 1 X 2.75 X.375 MULL SPECS..........7 a' In
i X 2.75 X.65 MULL SPECS-..........8 z -,)2—
SEE DE7NL5 111 1 X 3.126 X.500 MULL SPECS...._.,8 W 0 O0
A THRU G: / i P iii _ ___� i 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND OD o h
SHEETS 2-3 I-- L ` SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.126 MULLSPEGS....._._.....1D ] F- 10
u"- I ` 1 X4X.376TUBE MULLSPECS....11 Q J
AiHRU G' ONLYTWOADJACENT UNITSATATIMEWHEN USINGTHEDESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1X4X.376 TMULlSPECS........tt
SHEETS 23 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. tsfi X atBe%.2s5 MULL sPEcs...12 W
OPENING 1.25%3.26 X.100 MULLSPECS.....13 0 LJLJ 6
MULL HEIGHT 6)WHEN FINDING YOUR SIZE 1N THE MULLION TABLES,ALWAYS ROUND UP•TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.624 MULL SPECS.....14 Z g
FOR 1.25 X 3.84 X.624 MULL SPECS.....15 i
LENGTH HORIZONTAL 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 J Q o 5 Z
SEE DETAIL E, 2 X 6 X.25 MULL SPECS................17 �
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT
SHEBT 0 1.26X 2.11 X MULL SPECS....1B r
AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30^%3,26 SAYY MULL SPECS.........19
REACTIONS. 45'X 3.26 BAY MULL SPECS.........20 Q O z
MULLION&CLIP DIMENSIONS......21-23 h Z 40 O
FENESTRATION B)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE-GATOR NONS EXAMPLES 1 5 2............._...............24 J i4 o �
PRODUCTS MAY LOADING EXAMPLES......................25 W OOPQCCC o
BE OF ANY TYPE. 0)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING52
MUST BE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH G' Z 1n N
/ III` MANUFACTURED
II'I�Ir BY PCT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. V C7 a O
�— -- — — d..LU
z'0 to
10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVH7k•O
ORIZONTALAL s.0
/SEA•O,G,H;LS I 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
MULL
HSItEETS 2-3' WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES W ITH THE REQUIREMENTS OF THIS NOA.
LENGTH HORIZONTAL
MULL
LENGTH INSTRUCTIONS:
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING USING THE ASCE-7 STANDARD.
LEMULL NGTH F' F---OPENINB WIOTH�
HDRIZ.MULL LENGTH---1 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH.
I _—_ 1 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR'fRIANGULAR/7RAPEZOIDAL'.
>d TI OPENING — - A FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT')FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING PRODUCT REVISED
II11 II HEIGHT` ) DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE ns complying with the Flolidz
OPENING MULL FOR THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT
( Building Godo
HEIGHT LENGTH HORV VERT. MULLION CAPACITY(LBS/FT')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIF rl)FOR THE OPENING OBTAINED IN Acccpt—No OZ•
MULL r Q� MULL STEP 1). pirntI Date 120
{ LENGTH FROM THE SAME TABLE USED IN STEP 4)AOE,FIND THE VALUE IN THE NEXT
L _ -- .L� J. REPRESENTS THE WIND LO TRANS ERREDB OVTHE SUBSTRATE BY THE ANCHOS AND MU STH
HBE M T OI ATTAIN THE FULL MULLION APACITY. Mtdni o hoduct
SINGLE MULLION SINGLE MULLION -�FORVERTICOMIIM YOUR ACTUAL
SUBSTRATE
OPENINGWIDTH ANCHORISUBSTRATEIANCHOR CLIP PATTERN MAYPP YSELECT AN ANCHOR CLIP PATTERN PAND VERIFY THAT THE REQUIRED ANCHOR
FORVERTICALMULL CAPACITY IS MET. h •'•�LGfNSS Q
`I SEE CORRESPONDING DETAILS MULTIPLE MULLIONS _ _
7 IF THE MULLION CAPACITY(LBSIFT-)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIF P FOR THE No.587
FROM FIGURE 1 ABOVE ) 1 t`
OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS
VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE
STANDARDS USED: C11;'
02014 FLORIDA BUILDING CODE(FBC),5TH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION TE F .•14/
•ANSI/AF&PA NM2012 FOR WOOD CONSTRUCTION CAPACITY(LBSIM OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION .. `��
•ALUMINUM DESIGN MANUAL,AOM-2010 PRODUCT ASSEMBLY. / 5� '.....`. `\G
` 1
•AISI-5100.07IS2-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR APERMIT.
A�C'dNF{�F.E.
FL P. 58705
q h n
'.Lr��F�1•`� �N t3
DETAILA: DETAILS: -MULLIONo °
MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO IX -BUCKSTaIP rvP.ANca°aPER SUBSTRATE, 0
a w
OR WOOD FRAMING WOOD BUCK AND MASONRY AND /—SEE SEE TABLES 11346B o
ATTACHMENT
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS,
SEE NOTE 7, cq
I MULLION SHEET 1. CO
�N
b j " i j " Z to
SEE SHEETS a I I � MIN Z,7 K51 �',•• � '�' EDGE � I~jJ
• 1__�DISTANCE, UJ
EITHER THE I I I 21-23 FOR HOLE d � I I I CONCRETE OR CMU J
STANDARD OR ^ I LOCATIONS I ,1 SEE SEE TABLES $
OFFSET MULL a EDGE o I EDGE DISTANCE IBABB A (A
CUPMAYBE I DISTANCE m ^ FOR MASONRY W Q
INSTALLED BY It FORWOOD,(/ ^ I ANCHORS p Q
THIS METHOD. SCREWS L Z�,MAXF00. "�4 I I SIDE VIEW 2 ' J
q ALL MULLIONS a d� O J
d ^ EITHER THE }-
_ < srnNDARo oR � U s o �
��
d _ " EXTERIOR ° a " TrilsTnoo N A Z
d �
EDGE
^ d d DISTANCE 4 Z ~
" FOR ^ Z
NDED +Q p
" MASONRY a Q Z N
c THE OFFSS ANCHORS _ N Q
flECOMMENOFI)FOR
EXTERIOR ^d FW-FRAMED fn
WINDOWS,BUTMAY W QS2 S2
ALSO BE USED FOR H
OTHER FRAME TYPES. F=• W m
U z Q 0 0O
OL z
ANCHOR
90,0
TVP.
TVP.ANCHOR
TYP.ANCHOR PER SUBSTRATE, PER SUBSTRATE,
PER SUBSTRATE, SEE TABLES 10.168 SEE TABLES 1B-165
SEETABLES 10•16B EDGE(END
/DISTANCE BUCKSTRIP
SEE TABLES ,•_G ATTACHMENT
EMSEDMENT BUCKSTRIP 18-1 BB BY
AND EMBEDMENT SEE NOTE 1.
SEE NOTE 1, _
ATTACHMENT L..__ SHEET I.
• BY OTHERS, ..
SEE NOTE I. ,
• SHEET 1. -
' .7 KSI CONCRETE OR C
ONT VIE PRODUCT REVISED
SIDE VIEW oe mnlplyin6�vilh the rwiml
FRONT VIEW ncep4mmNoCa O�
Ex imlion Dete
INSTALLATION NOTES: By
Miami de TToded
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. I I I I I
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION \\�v�o``(IYNP!.........11 /���
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE �1��•.•'41C1:NSF '•.F'P
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE ,: •, iT
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. =-r:.' ND•58705 _
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHFAD OR FLATHEAD. _ �L¢'=
0.)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. .�j.•.,� :•LJ;
5)FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED :�� •.F101t\OP,•'•\(���
ELCO ULTRACON OR ELCO iW S.S.AGGREGATOR MASONRY ANCHORS. �i�06!/01V
A.L{NNIMILLEF2;P.E.
FL P.E.#58705
DETAIL E:
DETAIL C: 1 A261MIN. MULLION TO MULLION ® x
MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: ^�
MASONRY STRUCTURE MULLION (U-CLIP) u v
1)MAY BE INSTALLED IN'TEE"OR"CROSS' � o
(STANDARD CLIP SHOWN) _ INTERSECTIONS. ;
VARIES $x
2)MAY BE INSTALLED HORIZONTALLY LL
(SHOWN)OR VERTICALLY.
TYP.ANCHOR CD
EITHERTHE I PER SUBSTRATE, _L ' S m
I I 3)SEE U•CLIP DRAWINGS,SHEETS 25.23 r
STANDARD OR I I SEE TABLES IB-13B t'
-
OFFSET MULL I TOP VIEW FOR CORRESPONDING MULLION. ZM L 1n
CLIP MAY BE - I
INSTALLED BY _ II I I 507 EDGE DISTANCE MULLION -i (—
THIS METHOD, I I y ° ANCHORSFOR VARIESi----H ,Jj lL
rW ANCHORS I 7-
I p12 STEEL SCREWS, �
rEXT
SELF-DRILLING OR PRE-0RILL Of MULLION ANDUSESMS W 11O
m O7 N -A
EXTERIOR ° — s -MULLION ZOEDGE DISTANCE THE OFFSET CLIP ISMASONRY ,o, RECOMMENDED FOR 5 L
URS 4 FIN+RAMED INTERSECTION _ `LDOWS,BUT MAY 12ALSO BE USED FORU-CLIP J @OTHER FRAME TYPES. ERIOR Q z ` 7
TYP.ANCHOR d Z Z ¢ N C2
PERSUBSTRATE, 4 Q O Z
SEE TABLES IB-13
SEE SHEETS 21-23 FOR O 9�
TYP.ANCHOR
BUCKSTRIP —PER SUBSTRATE, HOLE LOCATIONS N g a
AND SEE TABLES I8-13B FRONT VIEW EDGE Q aY X
ATTACHMENT DISTANCE of
F y ?
< BY OTHERS, _ SEE TABLES ~ c 7 ?
EMBED T a SEE TI.1. .• 15-13B Q ? Z
OTE O O
o O'O
. EDGE s m
�_L4_DiSTANCE m�
SEETABI.ES SIDE VIEW
MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 10-138 H
FRONT VIE SIDE VIEW DETAIL D:
MULLION ATTACHED TO
STEEL STUD
(STANDARD CLIP SHOWN)
INSTALLATION NOTES:
STRUCTURE
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR
a /�PER SUBSTRATE.
SEE TABLES IB-13B
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEE SHEETS Q PRODUCTREVISED
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR IG complying wish UID F1Orl"
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE BOildOig Cade
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS AccePleOre T,yS(o-dL1�'6'3
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. MULLION
Pvlpireli Date 9D2)
B
Nli 'Delo cl
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3.
5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED EDGE
`��`\,y tiV P)V r,9�����%,
ELCOULTRACONORELCO114'S.S.AGGREGATOR MASONRY ANCHORS. FOR STEEL STUDS THINNER THAN SEE
ET BLEB ,\.�'n•'•CLNSg''•
FRONT V IEW 1B GA AND COMPLIANT W ITH THE FL BUILDING )'
CODE,A 2X WOOD BACXER MUST USED. ,T�; iy
ATTACHMENT BY OTHERS. 14U.�5(Qj
EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW
NOTES: �• IV�/����
'Ipppl 6 ! LUZ
1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD S E OF
ANCHOR VALUES MAY BE USED. pLOPSp P••'•�C�`�`
2)SEE CORRESPONDING MULLION TABLES, n ��
SHEETS 5.20,FOR QUANTITY OF SCREWS. A,LYll�1 41 615 3,P.E"
FL
E.#58705
DETAIL F: DETAIL G: DETAIL H: �
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION gUk�
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP) xx� o
Y'qY
SEE DETAILS A-E, 30'OR 45'
s_� g
SHE 2 AND 3 FOR INSTALLATION BAY MULL
TO SPECIFIC SUBSTRATES. N
MULLION II o Eo
0 O O r
O O O O W
O O O O LU
O O TOP VIEW g N
SIDE VIEW U C3 O
SHOWN WITH rx4x.12s TOP VIEW r7 Z m
MULLION I I I r-• J
eu/7 1 I 1 TYP.ANCHOR O 7
I /
PER SUBSTRATE, =) U m
EXTERIOR / SEE TABLES 15008 10B ? �g
I TYP.ANCHOR I I I ~€H z
STANDARDMULLIONCLIP I 1 .PER SUBSTRATE, I EXTERIOR -I N o
MODIFIED TO FR FIELD I SEE TABLES IB•140 O I 1 Q ?
CONDITIONS. 1 I � I--
I 2•X W ANGLE CLIP, Z Z Q 0) O
I I 2 PER MULLION END,MUST BE U Z N r
I I I INSTALLED INSIDE OF BAY MULL. f¢-' I—B „p
MULLION
2'XS'X.125' F-• In
I ANGLE CLIP, U Z Q
2 PER MULLION END, Q Z Q U
I MUST BE INSTALLED d m'o x0
INSIDE OF MULL. Z J r2_ 11=m�
� I I
I
TYP.ANCHOR
PER SUBSTRATE,
SEE TABLES 10.140
INTO WOOD,
Lf STEEL,ALUM
INTO WOOD,STEEL, STAND ARD CLIP TO BE EXTERIOR -�\ OR MASONRY EXTERIOR
ALUM,CMU OR MASONRY MODIFIED INFIELD. `
EXTERIOR
CE
^RODUCCREVISED
7114
PEµAN @ as complying With Ihu Florida
4 Building Codc
® ® INTO WOOD,STEEL, AewplNtct NO��o�iB•^OlQ
® I ® ALUM,CMU OR MASONRY 1 EDGE O E%pilmlfom Dalt
DISTANCE By
PER Mitmi m Pro&ct
ANCHOR
EDGE -®----®
DISTANCE—
PERANCHOR NOTES FOR INSTALLATION OPTION G 8 H: \���1 tiYS4N
NOTES FOR INSTALLATION OPTIONS F: - 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. ,�'r;•�1G£NS[;
)i
1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28'X2.11'X.525'MULLION. 2)DETAIL G:SEE TABLES 18-14B FOR ANCHOR QUANTITIES AND SHEETS 25-23 FOR HOLE = t.1D,59705 -
LOCATIONS.
2)SEE TABLES 18.138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. ) �),•'.•"` F� Ly
3 DETAIL H:SEE TABLES 150 OR 160 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE
LOCATIONS. )_'•, F.
3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. '.�iC� '•. /'LOR10�'- 1Q)
FL 58705
TABLE to
Mullion Capacity Table Ibafle
Opening Width(for vert(caIVsparvirg mlilons)cr Opening Height(for hork"llyspanning mullions)
501n 601n 701, 601n 90Int001n 120M 1401n 160 in O
Reganglter T-Prftl n9- ftetenButer Ttepfntmg. RmtangWar TapRdenO. Rectan9Wer hep/irlang. Reclanghiar TeplTdang. Rectenguler TmpRdeng. Radenguler TmplTdarg. R4c141hghder Trep7Mang. Rectenguler MplTdeng. p kkq--
1 X2X.126 LoedIng LaedMg Lwdng Loading Loading Loedrh9 Wadng Loadn9 Lowing Loading Lowing Londn0 Loading Laeling Lmdng Loading Lowing Loadno
Alum.Tube .. �' g �' t P P pg _ .k '� F 9 k ,< P �' rLn
_
Mullion
a a 3 a a a a a a a a m
82 fi € � _$ b$ € *5 € pg (n cmc w
42 In 111.0 40B 128.6 332 83.2 408 118.6 325 78.8 406 107.8 321 69.9 408 1011 319 821 408 loco 310 $5.8 408 504.0 310 46.6 408 104.0 319 30.0 408 INA 318 35.0 408 104.0 319 J Ill
46 In 74.0 312 83.8 258 624 312 73A 252 63.5 312 67.0 248 46.8 312 632 246 41.6 312 61.3 2N 37.6 312 81.0 244 31.2 312 61.0 244 28.8 312 e1.0 244 214 312 61.0 244
60.625 In 63.9 281 70.6 234 63.2 281 61.6 220 45.6 gal 55.7 224 38.9 281 521 222 35.5 251 60.1 220 31.0 281 48.3 219 26.6 281 49.3 219 22.8 281 48.3 218 20.0 201 49.3 210 -7 0
LLI C)
64 h 826 247 57.5 207 419 247 49.5 202 37.6 247 44.8 199 32.9 247 41.5 198 28.2 247 394 194 26.3 247 35.4 193 21.9 247 38.1 193 18.5 247 38.1 103 16.4 247 3a.1 193
F J
C 601n 36,4 200 4t.2 110 320 200 35A 166 27.4 200 31.6 163 24.0 200 28,9 160 21.3 200 27.1 559 19.2 200 26,9 157 16.0 200
_L_ 158 J
-63 In 33.1 181 35.3 155 27.6 181 30.3 152 23.7 184 26.9 149 20,7 181 24.5 146 16.4 lal 22.0 1M 16.0 181 21.7 143 Z
Cn
66 In 26.6 165 30.6 H2 4.0 185 28.1 139 20.6 165 23.1 136 16.0 165 21.0 134 - ? L)
725 22.2 139 23.3 120 18.5 138 18.9 118 169 138 17.6 116 Z
78N 10.9 126 19.7 109 15.T 125 16.8 107
Q J d•
781n 17.5 118 18.2 104 ~ 5 Q N O
TABLE 1 B ANCHOR CAPACITY ADJUSTMENT FORMULA: I¢.. L Z co
Anchor Capacity Table(lbs) ANCHOR CAP.,,„,,,,, to C oo �
Sub,lml6 2.7k C4mmlo 3.5k Cone. Hou"CMU Fled CMU PT Wood Melul (OP,)X( >=ANCHORCAP.- (� ,e'
MULLION CAP.,,,,,,,,
Anchor Type: 3118'Elco Ultmmn 174'Eko UBraeon 3116'Eko 3116'Ek.Ulbecon v4•Eko U1lmcon 114'18801b.
Elco 114'8800o 910 6tee0 012 9fee1 012 Sled LU X
Anchor Clip Patterns Ulbacon Agmaon AggrW.Ior Scam(65)Screw(05) Scaw(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR N U)
Edge Mlame M): 1' 2.12' 1' 2-117 ave• 1' 212' 1' 2-12• .110' Y GAA 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN U x Q
Embednhs,uM7 1.314' tela• 1.314- t-314' 7 1414• t-1/4' t-v4' av4' -v4• 2• tare tare• Veda- ACTUAL PRESSURE REQUIREMENT FOR THE Q Z O O
2A%hms04.75'Min.O.C.I Slendad or Offset CIO(Fig.1J: 390%9 3901bs 4501bs 89015 1844@- 27015 280 Ib. 354 Im 74015 3415 9W15 3411bS 44215 5601bs OPENING,WHEN IT IS LOW ER THAN THE MULLION CIL m0 z0
4 Anchor 01.15'Min.O.C.7 Slendmd IN Met)Cep(Fig.2k 48015 7DO Ib. WA WA WA WA 38015 WA WA A WA 602 Ins 88515 1120 0u CAPACITY(FROM THE TABLE)OF THE SELECTED �a
4ArkMta®7'MIn.O.C!(2)2x5A�ia Glpsl(Fq.3} 7801bs leo les 660 on 156015 1e90 roe 54015 3rA 15 NIA 760 lbs 7015 188215 68215 6a51ba 1120 b9LLION.IT WILLYIELD AMINIMUM ANCHORg 2Anehom®0.45•Min.O.G f UClip,Mla.125'ANm.(F10.It WA WA WA WA WA WA N/A N1 WA WA WA WA NfA 71515 CAPACITY WHICH MAY BE USED TO QUALIFYAna.I F-CVp(FIO.57 195151051be 22515 445 Rhs 6225x, 135 F. 11015 177Ibs 370 Aw 1215 47315 170 the 22115 280 Bm ONAL ANCHOR OPTIONS FROM THE
2Anahu ®1,15•Man.O.C!F4a F'.e. 240 Rn 3500» WA WA WA WA 18015 WA WA WA WA 341 1ne 44215 58015 ANCHOR CAPACITY TABLE
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: TABLE NOTES:
• • • • PRODUCT REv1SBD
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 9s Complying with the Fleddl
• • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000' r-- Boilding Codc
Acceptance No,(p•{,7(�CJ•
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. E.hmtl n Dat°
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Miami o Pro
ANGLE CLIP MUST BE USED IN PAIRS. oct V
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000'
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
I
.125• \ a(LY'I.....
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED n\ ••' •..FR
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED r `.�;'-"0st'ISE
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF c.55.ALUMINUM SHALL BE 6063-T5 ANO BEA MINIMUM OF.125' I •' 't •'
C
• THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 5'X 2'X.125'MULLION _lz 00.j67U,1 ~_
THE MATERIAL!# 10 8#tCKAND EANCHORS IN6. TO WOOD MAYRS INTO AL SHALL EXTEND AT BE STEEL,1&8 SS S.OLEAST
410 S.S.CREW THREADS BEYONDLy
_
r3 1 OF ••��'
Cid'•..,FLOF\OA•'
A.LYNNTy1�ltER;A.E.
FL P.E.#58705
TABLE2A w
N h
Mullion Capacity Table Ibelflz
Opening Width(for varllcalty-apalltling minions)or Opening Height(for hoitzonlaily-spanning mUllom) .,7�f
50 In 601n 701n e01n 901n 100 in 1201. 1401n 1601n 1511"' o
Reotengular Tfap(fdang. Reolangmaf Tmpndmg. ROCIXWIor TrapToarg. Raclangwar haprtdafg. Rftwiluler TfapRdarlg. R,CWgUaf LmpTdarg. Rxlarguler Tmp7Tdarg R.C%12W f TIap+TOerg. ReCle(gulaf TmpRderg. ST y
1 x 2x.178 Loading L adlm L...J g Lorlding Loading Loafing loading Loading Loading LoeaBg Loading Loading Loading LoOdrg Loadiflg Loading U0.09 Loading yr
Alum.Tube 8 g a g r F o
Mullionall
[41!�
51to42In 170.0 820 170.0 435 151.3 682 170.0 47a 129.7 6622 170.0 506 113.6 Off! 169.6 510 100.9 168.8 617 90.8 052 11389 517 757 602 168.8 517 64.9 662 t10LB 617 66.7 662 1689 fi17 O481n 121.6 607 135.0 418 101.4 507 119.2 410 05.9 607 100.7 403 78.0 607 1026 399 67.6 98.6 307 60.0 507 99.0 396 607 507 99.0 399 43.4 507 99.0 age 300 607 990 39660.6251,1 103.7 455 114.8 379 66.4 4% We 371 74.1 ASS 90.5 364 646 456 84.6 360 67.6 01.3 357 51.8 468 80.0 356 412 456 000 3% 37.0 456 80.0 350 324 45B 80.0 356 rE �m Yn
541n 65.4 400 93.3 336 71.2 400 00.9 328 61.0 400 72.7 3r2 63,4 400 67.3 318 47.5 q00 04.0 315 427 400 62.3 314 35.6 400 61.0 313 30.5 400 81.0 313 28.7 400 61.0 313 W (D
60M 62.3 37A 60.g 276 61.9 324 67.5 Z70 443 324 51.2 364 Sae 82d 48.9 260 34.8 324 43.8 257 31.1 324 420 255 26.0 324 40.5 253 222 324 405 253 19.5 37A 40.6 2s7 ((0
C 63 in 63.8 294 57.4 252 44.0 294 49.2 246 384 294 43.6 241 33,6 291 39.0 237 20.9 294 37.1 234 20.9 296 35.2 233 22A 294 33.5 230 19.2 294 33.4 230 16.0 294 33.4 230 2
S 6B In 48.6 268 49.6 230 39.0 280 42.4 225 33.4 268 37.5 221 29.2 268 341 210 26.0 268 31.6 215 zta 268 29.0 212 19.6 260 26.0 210 10.7 263 27.7 209 14.6 268 21.7 209
721n 30,0 225 37.9 186 30.0 225 322 191 25.7 225 28.4 180 22.6 225 25.6 185 20.0 225 23.6 182 18,0 225 221 100 16,0 225 20.3 177 129 72 18.8 176 11,3 225 19.6 176 W. .x8x�
78M 30.6 2W 320 177 255 20.2 27.2 173 21.9 202 210 170 19.2 202 21.5 167 17.0 202 19.7 155 15.3 202 184 183 126 20a 18.7 180 10.8 202 15.0 153 B.0 203 158 150 J N dZ
781. 20.3 182 29.6 160210 25.1 165 20.2 192 220 162 17.7 192 187 159 1 157 182 18.1 157 14.2 102 16.8 155 14.0 192 15.2 152 10.1 192 144 150 a9 192 14.2 150 Q J �
1--• 7 Q N O
901,1 18.6 146 19.0 120 16.4 14182 4 16.1 126 Q Z
801. 162 127 15.5 113
TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: y m rn 0 O
Anchor Ca ao Table Obs) ANCHOR CAP.,,,,,,,, UJ N N
SuO.M.: 2.79 Comate 3.5x C40c, Hom CMU Filed CMU PT Wood ;SIMI
(DP)X( )=ANCHOR CAP.,,,
MULLION CAP.,,,,,,,, F=
5110'Eko 174'S9 Elco 6x18'Elco ITC SS Elco 1110 Sleel 032 61001 U X Q O O
Anchor Clip PaCeme Anchor Type: 3110'Elco Ul+mcen 114'ft.Mr.- 3TI0'Elm Ullramn IM"Elco UWcon
UNrtcon Ag9n1Ga1a Uuecan ApgreOamf sc(ew(G51 fiorew(G5) USE THIS FORMULA TO OBTAIN7HE'ANCHOREdge Di6mrce 9Rk. 1' 2-U2' 1• 2-117 3-116• 1' 2.112• 1" 2-12' r 3AIV 2' 0.46" 0.54' CAPACITY REQUIRED"CORRESPONDING TO AN a o! Z (nEmbedment(61k 1-374- 1.311• 1-314' 1.114' r 1-114' 1•U4' 1-114' 1-114' 1.114' 1-1M' Y 1-WV 118' ACTUAL PRESSURE REQUIREMENT FOR THE g 2A1 oN 4.TV Min.O,C.lSiandardorOftelC7lp(FIg.1). 390108 390 W0 450 me 090 As 16441ba 270 W3 250 Ws E ib0 740lba 37410, 664 Ns 94816, 341 W5 Mzlb3 OPENING,WHEN IT IS LOWERTHAN THE MULLION 4 Aneha301.15'Min.O.C,!SlefNad orOOsel alp(Fig.27 460lbs 700 Ws WA WA NTA WA 300 bs WA NIA WA WA WA 682 W3 695lb, CAPACITY(FROM THE TABLE)OF THE SELECTED
4An- 3'M".O.C.I R)2c5 Angle M95I(Fig.37. 760103 700 WS 600153 1%3ora 1090100 540 too 560 A3 WA 700100 740lb. 80010, 1092 W3 6821DS 8$51bS MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 Anoham®OA5"Min.O.C.1 U4319,ini..125-AN.,INg.4): WA WA WA WA NIA WA N!A WA NIA WA WA WA WA NIA CAPACITY WHICH MAY BE USED TO QUALIFY
1 A%Cho(!F4:IIp IFq.5k 18510, 1g5 ros 225Ibs 445 lbs 822 Ito 13510, 140 Ws 11710, 3T0103 fe7lbs 332lb3 4731M 170 nrs 22,11, 110lba ADDITIONAL ANCHOR OPTIONS FROM THE
2Amham 1.15•Min.O.C. F .e 240 W8 350 Ws WA WA NIA WA 190lbs NIA WA WA WA WA 110, M21ba 660105 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: FRODUCT REVLSHD
a5 complying with dw F1011111111,
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Building Coda
1.000" AceeptallCeTb I -02 D
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --I Dal,
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 1S ALLOWABLE. By
FIGURE 3: M' i l79fiucl
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 1 I I I I
2.000"
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ��� I LYIJIJ 7��
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I tv,•••'•••,••Q7z(;
ANGLE CLIP MUST BE USED IN PAIRS. L `' �10En Sr •`P
4)SUBSTRATES;CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE-TREATED = 1t
1\0. 0705
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' _ :11
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(16 GAUGE).STRUCTURAL STEEL TO BE AT 1"X 2"X.375"MULLION
loll --7II til-SIT' LEAST.126'THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND --0 '• S b rr
THE MATERIAL.910 ANCHORS INTO WOOD MAY BE STEEl,18.0 S.S.OR 410 S.S, F iU'
'•.A'COR14P.••''
A.&NN MIEE0,IP.E.
FL P.E.#58705
TABLE 3A off'D
Mullion Capacity Table Ibs4e) T�
Opening Width(for vertically-spanning mullions)or Opening Haight(for ttod2Anlaly-sparring mullions)
501n 00 in 701n 60 In Bo In 100In 120 N 1401n 160 in i o
Rectenguier TrepR4arg- Rect..gar TreplTdsrg. Reetanprlar TrapfTdenD• RectAWL"r TreprI16-0. RectengNar ireprrderg. Reetangulor Tmprrdarg. Rectangular TrepJ8leng. Ractmg4ar 7mpR0eng. Rectmgular TropRdeng.
1 x 2.76 X
Loading tcadn0 Loafingangul Loafing Lading Loafing Loafing LoadN9 Wadirg l,oedng Loafing Leading Loayg Loadng Lowing losdng LOadng Loafing SZ+ U
.376 Alum.
.1 Tube• '� �g ,. a.. &gg,. .. g.. gg.. f '�.- _
Mullion �� $ J� � $ $ E c3 a � SE 3@ ` 3$ d 3 c7� �$ a N
11
42N 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 17D.0 DBP 170A Me 171 0
0.0 1116 170.0 621 170.0 1240 170,0 627 148.7 1301 170.0 521 127.6 1301 170.0 521 111.6 13011 170.01 521
48 In 170.0 708 170.0 521 170.0 830 170.0 381 170.0 092 170.0 630 170.0 1135 110.0 661 161.13 1139 170.0 677 138.6 1130 170.0 650 113.9 1139 170.0 680 97.5 1139 170.0 680 85A 1139 frog, 680 J W
pp N
50.625 In 170.0 747 170.0 563 170,0 age 170.0 631 167.8 1032 170.0 654 148.8 1032 170.0 723 130.5 70.12 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 766 83,9 1032 170.0 156 73.4 1032 170.0 758 W o p O
F-
541. 170.0 707 Wee 612 161.3 B07 170.0 691 138.2 007 184.7 730 120.0 907 152.6 720 107.5 907 145.0 714 06.6 907 141.1 710 80.6 907 140.0 709 69.1 907 140.0 709 60.5 907 140.0 709 m 0 F
Cl)
80 N 141.1 735 161.5 625 117.e 735 130.3 611 100.8 133 118.0 600 00.2 735 106.2 690 76.4 735 99.5 583 70.3 735 05.1 578 56.8 735 91.8 574 50A 735 91.6 374 44.t 735 01.5 674 F 0 J
BJ N 121.9 666 130,0 570 101.6 688 111.3 637 87.0 868 08.9 8{7 76.2 860 00.1 630 67.7 680 83.8 631 60.8 668 79.6 526 50.0 668 73.8 321 43.6 B66 75.0 521 36.1 BBB 75.8 621 U
66N 106.0 807 1124 522 86.3 607 88.1 611 75.7 607 85.0 601 88.2 607 77.1 4B7 58.0 807 71.5 468 5].0 807 67.0 4B1 1{,2 6W 8].1 470 57.0 607 82.7 /74 37.1 607 82.7 474 _ d
m $$$$
J
72 In 01.8 510 87A 443 68.0 310 73.0 131 [17.3
f0 84.1 428 31.0 610 57.8 419 15.4 510 53.3 113 40.8 610 50.0 408 34.0 610 ISA 402 292 510 M.{ 399 26.6 310 41.3 599 N; a0.W
76 N 69.4 456 72.5 400 67.8 458 61.7 392 458 54.1 365 43.4 458 48.8 '378 30.6 458 44.0 313 34.1 438 41.6 See 26.8 458 37.7 362 24.8 456 36.0 359 21.7 455 35.7 358 •`�
781n 642 435 87.0 781 W.5 175 58A 373 135 49.8 388 121.5287
44.7 364 36.7 435 40.9 355 JZ1 435 36.1 351 28,5 475 34.4 344 22.9 476 32.8 341 20.1 435 32.2 340
Q 01 q
90 In 41.8 327 43.1 280 34.8 327 36.4 265 327 31.8 280 28.3 273 23.2 727 25.7 271 20.9 327 23.7 280 17.4 327 21.0 202 14.0 327 19.3 266 Q to
Z N
961n 34.4 287 35A 257 28.7 2117 20.9 262 287 26.0 248 23.1 244 /g.1 287 20.8 ,2{0 17.2 2B7 1D.] 237 11.4 207 18.9 232130.
Ci Oice In 24.2 221 24.7 205 202 227 20.8 201 221 18.0 t9B 16.0 193 U) 1n a
W t•
III In 22.3 213 22.7 104 18.8 215 19.1 191 215 16.6 188
120 in 17,6 184 17.9 167 U X Q O O
TABLE 3B - ANCHOR CAPACITY ADJUSTMENT FORMULA: Z�0 Tn
Anchor Ca act Table lbs ANCHOR CAP.,,,,,",•,r _
Substrate. 2.78 Ccrorele 35k Cane. Holow CMU Filled GMU PT V4od Metal (OP-)X l ANCHOR CAP.,,"
516"Eko 1Id'SS Eko 511 Elco /!/'SS Eko tl1031ee1 tl1291aei Y129ted MULLION CAP.,o,,,�,/ F g 0.N
Anchor Clip Patterns A uho Type: 3 1C Eke W rscm u4 EW unmem
UI
3 18 Elco Ultraem IN Eko Uprecm AggreGalar U lmcm AggmGalor Screw(65)Screw(O5) screw(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge oislanee(N): 1• z-1/t r 2-12" 3-tre' t• 2-12' r 2-10.' Y 3•va 2• a.4B' o.5a• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment(B 1-317 7-3x4' 1-314' 1-314" 2' 1-114" 1-ted" 7-v4" 6114- 1.114" I-W 2- tare' 13IB" 7ade6 ACTUAL PRESSURE REQUIREMENT FOR THE
2Anctors 4.75•MIn.O.C.I Slm td or Offset Clip(Fig.1: 390Ic 3001bs 450 Poe 890@4 1644 Z5 Z701bf BeIb3 354 Ibs 740 M. 374(be 8641b5 948 toe 341 ib. 4421be 550lb+ OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchrs 1.15 MIn.O.C.i Standard(v CBael)Clip(FIg.2k 4600,5 7001bs WA WA WA WA 3601bs WA WA WA WA WA 6821bs 8851b3 1724 Ib. CAPACITY(FROM THE TABLE)OF THE SELECTED
4 A-bo-0 3"Min.O.C.1(2 2[5 Angle Crips I(Fig.3): 780 lbs 760109 660 lbs 1560 lbs 1696 u0. 540 roe NO ib3 WA 760 m 748[be 80010.6 18921bc 682 R. 885 The MULLION.R WILL YIELD A MINIMUM ANCHOR
2 Anehae Q 0.45'Min.O.C.IU-CIO,Into.125'Alum.(Fq.AI WA WA WA WA WA WA WA WA WA WA WA WA WA NIA CAPACITY WHICH MAY USED TO QUALIFY
1 AnchorI F-ip(Fig,6k 1951b9 19510.4 225106 445164 8221bg 135 Im 1401b6 VMS 310 W0. 137 Ibs 332 Ib. 4731h 170 Mg 22IIbo ��28-01bs ADDITIONAL ANCHOR OPTIONS FROM THE2Anchrs 1,16'MNO.0 I FLg FI0.6. 740166 350 It, WA WA WA NIA 1901bs WA WA WA WA WA 341@6 4421ba ANCHOR CAPACITY TABLE.
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. C>CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODUCT REVISED
��.•..// as complying wiar NO Flodit
Bnf:dblgCode 1(p-0218•
Acwpl
TABLE NOTES:
FIGURE 1: FIGURE 2: P.rcpimtim Date2021
-'1 1.000" r �(
• • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Mi ti de ProductglnudU
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ���tu�1( LYItiIV;;1����i��
FIGURE 3: "'••
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750° :�a��`,.•'•��CENSF''•.FQ
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Na.68705 ��
ANGLE CLIP MUST BE USED IN PAIRS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .375' - ,J
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED 0 4
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125" - "-r0 '
(r
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK 18 GAUGE).STRUCTURAL STEEL TO BEAT 1"X 2.75'X.375'MULLION �'r'L� '•. LO....•P! P..••
LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ' JL4 NO;
• �� THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S.
A:4Ytf�(ry$�4fsR,P.E.
FL #58705
TABLE 4A
Mullion Co ec Treble Ibefe
Opening Width(for 4erlica*sperWrg mullions)or Opening Haight(for hod2orta"pervi milliarl9) yya�I
501n 601n 701n IOO In 1 90 In 1001. 1 129 In 1401n 100 in Op
7 x 2.75x Rectang iar Trapirmang. Raclargolu TmprTdang. Reclang3lar Trep7TAerg. R-19VA., T4eplTdeng. Reclengda Tmp/Mag. Rnc(e4gb4er Tr*Tdeng. Rac(9ngdw TleprTOang. Rectario r Tmprrd.ng Redanpuiar Trepmiang.
Loading Loading Loading Lowing Loading Loadng l.oedng Loading Loading Loading Loading Loa&V Loading Loading Loading I.oadng Loading Loadrg ez U
.050 Alum. LL
Tube E ? p P x r_ m LD
F x a ? n a x x
Mullion
a m
�a
_ eS 1s. _$ g 15. e $ $ $ b.� $ �$ rn � w
$a s
11 z
421. 170.0 620 170.0 435 170.0 7M 170.0 478 170.0 ON 170.0 500 170.0 092 170.0 510 170,0 Ilia 170.0 521 170.0 1240 170.0 521 170.0 1408 170.0 521 150.7 1820 170.0 521 13&8 1620 WO.01 521 1J W
W
41 In 170.0 700 170.0 62A 170.0 850 170.0 ISM 170.0 992 170.0 030 1170.0 1133 170.0 601 170.0 1275 1709 677 170.0 1417 170.0 600 141.7 1417 170.0 680 121,5 1417 170.01 Jim 106.3 1417 170.0 680 _
$0.6251. 570.0 747 170.0 583 170.01 896 170.0 631 170.0 100 170.0 684 170.0 1185 110.0 723 1628 1288 17MO 747 146.3 1288 170.0 756 121,8 1280 170.0 758 104.5 1288 170.0 758 01.4 1288 170.0 758 W a C
54 N 170.0 787 170.0 612 170.0 850 170.0 891 170.0 1118 179.0 754 150.7 1130 170.0 803 133.8 1130 170.0 837 1208 1130 170.0 058 100.5 1130 170.0 881 86.1 1130 170.0 881 75.3 1130 170.0 081 CO -i
60fi 170.0 0&5 170.0 701 148.5 015 182.3 781 1255 015 144,5 746 100.9 915 1323 735 97.6 815 423.0 726 87.9 815 118.5 720 73.2 916 114.4 715 62.0 015 114.4 715 54.0 915 114.4 715 F- '�
OD
J
63 h 151.8 830 161.9 710 126.5 830 135.8 694 108.5 530 123.2 651 94.9 630 1122 670 84.4 830 104.6 602 75.9 830 89.4 650 01.3 030 04.5 819 54.2 830 94.1 649 47.4 630 94.1 049 7 IU d m
4
to 86fi 132.1 757 140.0 850 110,0 767 119.6 636 84.3 757 105.0 824 82.5 767 96.1 614 73.4 757 88.1 800 88.0 757 aI.2 800 650 757 7B. 693 47,2 757 70.2 501 41.3 757 70.2 581 E co
S 72 k1 101.7 638 106.5 552 84.8 BW OLD 540 72.7 638 80.1 630 83.0 836 722 521 585 630 68.5 514 60.9 830 02.3 506 42.4 838 573 500 36.3 036 553 497 318 636 55.2 497- o
J Jo oZ
S76 In 60.5 571 00.4 498 72.1 571 768 468 8. 571 67.4 470 64.1 571 60.6 471 4&0 571 65.5 484 43.2 671 511.8 459 36.0 571 '47.0 451 30.8 575 44.9 447 27.0 571 44.6 NB Q
781. 00.0 542 83.1 474 68.7 642 70.8 465 57.1 542 62,1 456 50,0 542 557 449 44.4 542 51.0 442 40.0 512 41.5 437 313 $12 42,0 420 28.8 512 40.6 425 25.0 542 10.1 121 z Q O`7 p
BO In 52.1 407 53.7 361 43.4 407 45A 355 17.2 407 30.8 319 32.5 107 35.7 343 2e.e 107 32.1 338 26.0 407 29.0 334 21.7 407 28.1 327 18.0 107 24.1 322 16.3 407 23.0 310 Q
tx Z N r
90 In 420 J38 44.1 320 35.8 358 37.2 314 30.7 358 32.4 308 2&B 358 IC
26.8 304 23.0 358 20.1 300 21.6 358 24,0 208 17.0 350 21.0 208 1&3 350 19.2 264
JIF
XuYOB
N
fO6fi 30.1 283 30.8 255 25.1 283 26.0 251 21.6 203 22.5 247 108 283 110.8 2M 10.7 183 10.0 240 15.1 283 10.5 237 r
X Y
1111. 27.8 287 28.3 242 211 207 23,0 238 19.8 207 20.8 235 17.3 281 10.3 231 15.4 287 18.5 226
120h 220 229 22.3 200 18.3 229 1&6 205 15.7 228 16.2 202 Q X Z O 0
IL
TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: g"gO sp
Anchor C ael Table the AN I. CAP.,,o,,,,a,\_ICHOR CAP.,,,
9ub51mle: 2Tk Calkrete 3.5k Conn. tla8ow CMU Fired CMU PT Wood Metal (OP-)X
5118'Eko 114.09 Eko 5110•Elco 114•SS Eko 010 Steel 912 Simi 012 Steel MULLION CAP.,k„„,
Anchor Clip Patteme Anchor type: 31tc Elco UlVacon 114'Eko Ubecon Ulmon 31118'Eko Ulkecan 111•Elco Ulkawn AggmGalor unmcon AggreGeta screw(G5)screw(Gs) Screw(G51 USE THIS FORMULA TO OBTAIN THE"ANCHOR
Edge DIM...Mk I. 2-lir 1" 2412• 3-118• 1" 2412' r 2-trr 2' 3dB" 2' 0.46• 0.64• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN
Embedment M): I-W 4' 1.314• 1-314- 1311 7 1-114• 1.114" 1.114' 1-114' 1.114• 1.114' Y 1-18• 1-31e" 'edea ACTUAL PRESSURE REQUIREMENT FOR THE
2 Amhon g 4.75'Min.O.C.I Standard or O49et Clip(Fig.1): 3909. 390 1b,, 4509. 6909. 1644 IM 27o Ib9 280lb3 354 lb. =NIAWA
41b9 9451be 3416s 44210 SBO IDs OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Amhom g 1.15•MIA.O.C.I$Undxd(or Oftel)CUP(Fla.2Y 48069 7001. WA WA WA WA 3801bs WA WA WA 6821&. 0051 1720105 CAPACITY(FROM THE TABLE)OF THE SELECTED
A"' MinD.C.1 T212A5 Angle Gips l(Fig.331 780 65 Teo w 660Ibs 1560109 1896 0. 640 0x 5601b9 NIA 801bs 1692109 662 bs 885 0e 11zO ibs MULLION.lT W ILL YIELD A MINIMUM ANCHOR
5'MNNm(Fip431 WA WA WA WA WA WA WA WA WA WA WA 71569 CAPACITY WHICH MAY BE USED TO QUALIFY
tAnGkrlF4:Pip(Fq.4 19565 IDS 65 2251bs 445.. 971 lin 13569 1401bs 177 Re 32 toa 4731bs 170 As 22110. 2601ae ADDITIONAL ANCHOR OPTIONS FROM THE
2 Amlkra g 1.15'Mfi.O.C.1 F-01 (pqBY 2401bs 3501.9 WA WA WA WA 1801[. WA WA WA %165 4421M 5900. ANCHOR CAPACITY TABLE,
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. pxODUCT RE
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. v mn4plyin0 wIth llh gdw
oo Florida
onilding Code V,.fty&-a3
FIGURE 1: FIGURE 2: TABLE NOTES: A" P.xpiTelim Date
cceptance No $07
• • • • --� r 1
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1.000B
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mirun' de P�t } /
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' ���.,• -�,\CENSt %�
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. Q'• '.%{
58!05
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. /
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 650'
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED • L ^.'•,
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.125. O STATE OF ; ;W
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045-THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT •••..FCOF1l0?.•' ��
LEAST.126'THICK AND 136.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75'X.850'MULLION %"SO •••• !\ ��
THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,1&8 S.S.OR 410 S.S. 111��NI��-1I t`
• 1'1111 l4 "
A.LYNN MILLER,P.E.
FL P.E.#58705
TABLE 5A o � `
A a
Mullion CsFaclty Table Ibeffl2 � x
Opening WM81(for v9rtically-sperving mulilons)crOpening HNgh1(for hodwritely-sparttng mullions)
601n 60 in 70 In 1 60 In 1 90 In too in 120in 1401n 16041 13 o
Rectarlqular heplTdwv Rectangular TIWTdarg. Rectangular 11tplTdanq. Renatgular TmprTdane. Reclengalar Trepffriang, Reclenguler TrepNlarg. Reotanguler TrepRdenq. Recb.VA.r Trepfra-M Reclan9uler Ttap/Tdang. Q ri
1"113.125•'x Loacinq LoacinO Loading Loading Loading LoDdn9 Loscinq Loading Load Lancing Loading Loading Loading LoadnO Loading
Loafing Loading Loading oY
lei
.6o0'•Alum ?u ti '.. �' ',. €,. �' '' .' r $.. •�' z, �' .& a n 'r '-. ',. g •„ Lo
TubBMullg �' a� g �. a
o U u u V u u u tZ u u a � m
$ a �. g m$ g �g s Is g si a PP
41
2 .1
4241 170.0 820 170.0 435 170.0 744 170.0 478 170.0 066 170.0 506 170.0 BBE 170.0 518 170.0 1118 170.0 621 170.0 12AO 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 154.4 1802 170,0 521 Ir//^J W
45In 170.0 703 170.0 !iM 170.0 850 170.0 564 170.0 982 170.0 630 170.0 1133 170.0 661 110.0 1275 170.0 671 170.0 1417 170.0 8BO 157.7 1577 170.0 600 135.1 1577 170.0 660 116.2 t57T 170.0 860 1 _
50.625In 170.0 747 170.0 503 170.0 090 1TO.D 631 170.0 1046 170.0 804 170.0 1105 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 141.7 1495 170.0 758 121.5 1495 170.0 756 1D8.3 1495 170.0 756 o
64In 170.0 797 1T0.0 612 170,0 BSB 110.0 691 110.0 1116 170.0 754 170,0 1275 170.0 603 166.1 1401 t70.O 837 149.5 1401 170.0 850 124.0 1401 170.0 Bat 106.8 1401 170.0 981 93.4 1401 170.0 881 ^ �
601n 170.0 683 170.0 701 170.0 1053 170.1) 707 158.5 1160 170.0 076 138,7 1166 181.0 828 123.3 1158 166.6 017 111.0 1166 149.7 910 92.6 1156 144.5 903 79.3 1156 1/4.5 903 80.4 1158 144.6 903 j(`xL)( ' �J]
e31n 170.0 930 170.0 745 158.9 1048 170.0 850 137.0 1049 155.5 660 118.8 1040 141.7 846 106.5 1049 132.0 036 95.9 1049 125.6 528 7110 1049 178.3 820 08.6 10[9 116.0 819 569 1019 118.8 019LU
,o
-MIn 166.8 955 170.0 7119 139.0 855 16%.3 004 119.1 655 133.7 788 1012 955 121.4 776 92.8_ 955 112.8 765 83.4 0% 100.4 767 60.6 855 90.0 748 59,6 655 89.7 746 62.1 955 !L 746 I O a-T
e
j 7th 128.5 803 17{18 897 107.0 eW 114.9 082 91.6 001 ta1.1 870 80.3 003 81.2 659 71.4 00] 63.8 619 &.2 907 78.6 842 53.5 803 722 632 43.9 803 6918 620 40.1 007 89.7 827 .(�11 \ zZ
701n 109.2 721 114.1 620 81.0 721 87.0 810 75.0 721 85.1 WS 66.3 721 70,5 665 60.7 721 70,1 568 64.6 721 65.4 570 46.5 721 59A 569 39.0 721 66.6 SM 34,1 721 66.1 563 J( \� -yam Q
781n 101,0 804 105.4 599 04.2 681 00.4 557 722 684 76.4 576 83.1 881 70.4 fie? Set 664 64.4 5% 50.5 604 69,0 551 42.1 684 54.1 511 30.1 884 51.3 536 31.6 1184 50.0 534 �J ��V
Z
901n BS.B 514 67.9 458 54.6 614 67.3 Mg 47.0 514 60.0 HO 41.1 914 44.6 433 38.6 514 40.5 427 329 614 37.3 421 27.4 614 33.0 412 27.5 511 384 408 20.0 614 28.0 403 r G? Z o
96In 64.2 452 53.7 404 45.2 452 47,0 386 30.7 452 40.9 290 33.0 452 38.4 354 30.1 452 32.A 376 27.1 452 30.3 373 22.0 452 20.9 385 19.4 452 24.2 359 18.0 462 228 355 N y gam `.
105 In 38.1 357 38.9 322 31.7 357 327 317 27.2 357 28.4�31 23.6 357 25.2 3DB 21A 357 22.7 303 W.D 357 20.0 209 15.0 357 18.0 207 13.8 357 18.2 287 11.9 357 15.0 287 "�(��t) �l7 1,, � CV
III 1n 35.1 778 35.8 708 28.2 378 70.1 301 25.0 738 28.1 21.9 338 27.1 202 79.5 338 20.6 280 17.5 736 18.0 284 If.b 330 18.5 278 12.5 376 14.8 277 11,0 378 158 288 �J I Y/_ t`I !A
120 In 27.7 299 28.2 287 23.1 288 23.7 259 18.8 289 20.5 17.3 289 16.1 252 15.4 2BB 18.3 249 13.8 288 14.8 240 11,6 289 128 240 9.9 2BB 11.{ 238 0.7 289 10.4 232 ,ALJ/ U X a (7 U
TABLE 58 ¢e` Z U)
ANCHOR CAPACITY ADJUSTMENT FORMULA: �o
AnchorCe OG Table iW ANCHORCAP.•,o,_ o'��
Sub&U6le 27k Docrde 35k Cork. Holm CAU Face CMU PT W000 Molal (DP,,,)X( )=ANCHOR CAP.,<
5f[fr Elm
114•S9 Eko 5f16Eko 114•SS Elto 010 stud 612 Steel fm Sqw- teal MULLION CAP.,,,,,,w,
AnehorCllp Pelts me ^� Tom' 911E EIco U6r4c 1141 Elco on s Yt6'EIco UNrrcm 114•EkoU9recon AggeGalor uNacen Agg.G9a Screr(Gb)Sum(G5) Sum(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
E Cs1=e 9 11 2-112• 1• r la I. 2-921 r 2-1121 z 3-vor 7 0.48• G5c 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
tnt n ta4• 4' 1314• 4•- 1-114• 1.114• 1-114• 1.114• 1.114• I-Im z 1.3411 130• rales ACTUAL PRESSURE REQUIREMENT FORTHE
2Arcllots 04.7ENA.O.C./Standa0 ar 0658[ IDri Its 1 Ins 270_ 200 roe 3rd bs 740lbs 314 bs 6M Its 048 341 las 442_ 550_ OPENING,WHEN IT IS LOWER THAN THE MULLION
•Melo.c.19ta10am(aro(aeO GOp(lag 2T nrik"s NIA NIA 380 bs NIA WA WA WA WA 61121bs 866 ros 1120_ CAPACITY(FROM THE TABLE)OF THE SELECTED
78D IDs MD Ins, t5m WS 1896bs 540 IIA so Me NrA 7601% 746 bs BBD_ 1e921bs rat_ 885 Its 1120 Ira MULLION.IT WILL YIELD A MINIMUM ANCHOR
9AncMn�0.45•MIn O.C./UCIp,WO.128'Man.ff IIIA WA NIA WA NIA NIA WA N/A WA NIA WA WA NIA WA 10731A CAPACITY WHICH MAY B E USED TO QUALIFY
fAKM/FCllp 1719 195_ 195 as 725 bs 4451' 822_ Wits 140_ 177_ 3701DS 187 lbs 3321ba 4731DS 170_ 22t lac Dlbs ADDITIONAL ANC SFROM THE
2AIxha1901.15'MIn O.CJ FC 91gR 240 las 39_ RA WA NIA NIA 100_ NIA WA NIA WA WA 341 bs 442_ IDs ANCHOR CAP TY TABLE.
NOTE:FOR THE OFFSET CLIP,USETHESAME ANCH D ANCHOR VALUES AS THE STANDARD CUP. PROOUCI'REVISED
-7c /�� as complying with grc F1ar1A
1 H1.000' nuilding Code
Acceptanm No«$219.03
FIGURE I: FIGURE2: IASL OTES: -3 I i 8 iralimDate /1021
1)SEE SH ET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By
SEE SH S 2-4 FOR GENERAL INSTALLATION METHODS N'1i QodoP4od1t1
ttt511111 f1//
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \\i•Q��y ••;1.• 1/((� ,
3.125"
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. •-'�SGFh1S[. • 'P t��
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. '
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. •''+�: Nu.65705
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI SPECIFICATIONS.HOLLOW AND GROUT-FILLED .500° - ;14 r fY-
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED � -O '• N . L ,
FIGURE 4: FIGURE 5: FIGURE B: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" '�f� s(il�ll- F >
1'X3.125'X.5'MULLION
THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEA (1-VF MULLION) �.•'•.rLORtI??:•' SCG;.
LEAST TE THICK AND 130.ALL ANCHORS INTO METAL SHALL F.(TEND AT LEAST 3 SCREWTHREADS BEYOND ��5'�, ..•.•. ��. I
THE MATERIAL 4110 ANCHORS INTO WOOD MAY BE STEEL,1&B S.S.OR 410 S.S. 117;I
A.LYI tTULLER.P.E.
FL P.E.N 58705
TABLE 6A
Mullion Capacity Table IbsV)
Opening Width(for vertically-spartring mulilons)or Opening Height(for horIzontelly-sparving mullions) � a
501n 601n 701n 00 in 901n 1001n 120h 1401n 160 In
0
Reclangulm Trap7afarg. Reclengder TraplTdeng. Rectanpuler hap/Tdngp. Reoad" TrLmling9. Raclarlp4a Trap/Tdanp. Ra dngu TreoRdnng• Rectangular TreWaling Racladni; Tr4PlTdeg4 Re..dn9 r Trapmirg o:
1X4%.116 Lm4rg Laadng L-InO Lonalm I.00dn9 Wedng loafing Lcadrq loatlitp Loedrp LoadNg Loading LcedN9 Loedn9 Londng Londne Loadn9 Loadn9 oyr V
Alum.Tube £ ',. .g .g_ '_ •F -€,. € .. �' �' •€ 'E_ .;^ .F €- €.. '� LL
Mullion �� � a $ Qp10m
OIs
w
42 in 170.0 620 170.0 435 170.0 744 170.0 47B 170.0 868 170.0 606 170.0 992 170.0 618 1740 1118 170.0 621 170.0 1210 170.0 621 170.0 1168 170.0 523 145.8 1489 170.0 521 127.6 1469 170.0 521 J U1
49 in Uric 706 170.0 524 170.0 WO 1704 581 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170-0 877 150.3 1307 170.0 eB0 130.3 130] 17a-0 680 111.7 1303 170.0 650 87.7 1303 170.0 680 j U)
Of m �
60,8261. 170.0 7{7 170.0 583 170.0 698 170.0 631 170.0 1046 170.0 694 170.0 1185 170.0 723 156.1 1235 170.0 747 140.5 1735 170.0 756 117.1 1235 170.0 756 100.4 1235 170.0 160 87.0 1235 170.0 756 W a$ O
641. 170.0 791 170.0 612 170,0 958 170.0 691 170.0 1118 170.0 754 154.4 1150 170.0 803 137.2 1150 170.0 637 123.6 1158 170.0 856 INA 1168 170.0 661 082 1156 170.0 801 77.2 1158 170.0 851 m CD I--'
M
owl'A 170.0 866 170.0 701 168.7 1042 t70.0 797 1428 1042 161.1 832 125.1 1042 148.7 815 111.2 1042 138.a 601 100.0 1012 130.2 791 VA 1042 125,1 182 71.5 1042 125,1 702 826 1042 126.1 762 F � J
631. 170.0 930 170.0 745 151.2 892 187.6 818 129.6 902 114.4 789 113.4 892 131.0 702 1o0.a 892 121.4 788 90.7 992 114.8 758 75.6 892 108.{ 715 84.8 982 106,0 744 68.7 982 10x.0 744 �2 a
68N 1854 847 170.0 TBB 137.0 847 148.0 786 116.1 947 170.) 768 1034 917 117.7 752 91.9 917 109.7 73a a2.7 947 102.2 727 68.8 947 95.1 713 69.1 917 84,0 711 51.7 947 94.0 711 Z
72h 136,9 619 1427 737 113.2 &9 121.fi 722 97.0 649 100.9 708 84.11 &B 96.4 696 76.5 819 88.7 688 87.9 819 827 675 546 849 76.3 659 40.6 619 726 652 126 me 72.4 651 ? d {a�yj
781. 116.6 762 120.7 665 96.3 762 102.6 652 826 762 90.0 640 72.2 782 80.9 629 84.2 762 74.2 FR0 67.0 762 69.2 613 481 762 62.8 602 4f.J 162 549 697 36,1 782 69.4 695 J r7) _66
S 701. 106.9 724 IIIA 631 09.0 724 94.6 621 76.3 724 B2.0 609 68.0 724 74A 699 69.4 724 68.1 591 63.4 724 63A 583 44.5 724 67,3 673 38.2 721 51.3 66'7 33.4 724 53.5 565 � 1
901. 69.6 643 71.8 483 68.0 513 80.7 174 19.7 613 629 468 43.5 543 47.1 458 30.6 643 428 452 34.8 513 39.5 44G 29.0 543 3{.9 438 24.0 543 32,1 130 21.7 613 30.7 426 Z Z N O
081. 67.3 476 50.9 427 47.8 47a 49.7 419 40.0 476 43.2 412 35.8 47a 30.6 406 31.8 478 34.6 400 287 478 320 395 23.9 476 20.1 366 20.5 478 25.6 380 VA 47a 24.2 376
1081n 40.3 371 41.1 3N 33.5 377 34.6 335 26.8 377 30.0 330 25.2 377 26.6 325 22.4 317 24.0 321 20.1 377 22.0 317 16.6 377 19.0 310 14.4 377 17.1 304 W r J3
III in 37.1 357 374 323 30.9 357 31.6 310 28.6 367 27.6 313 23.2 351 24A 308 20.6 357 22.0 305 15.6 357 20.1 3gl 15.4 357 17A 281 Q' - �
1201. 29.3 306 28.8 279 24.5 300 25.1 271 21.0 306 21.7 270 18,3 386 18.2 267 19.3 308 17.3 263 U )( Q
1441. 17.0 212 172 106
TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: i0
SUM1m1e: 2.7r Concrsle Anchor hor Carc.el Table b6 Hopow CMu FYIed CMU PT wood Metal (Op)X/ANCHOR CAP.,,,,,,,,,\_ANCHOR CAP.,,, e 8 ,n ��rc-n
5116'Eko 114.66 Eko III Ell, tM'SS EIeo 1410 Bted Y12 Sled "IS'ed \`MULLION CAP.,,;,,,,.,/
Anchor Clip PahOme
Anchor Type: 3116'Elco Ullman 114'Eko lNlrecon UlL-04 3116'EI..168econ tl4•Ell Uarecan AN.Gata 1.111- AggraGalar Saw(05)Screw(05) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge Distance(ft 1' 2.102' 1' 2.12' 3.1/11' 1• 2412' 1• 2-112' 1 7 3-116' 2' 0.46' 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
EmOedrnea on). 1-314' 1.314• 1.3x4' 1-314• 7 1.114' 1.111' 1-114• 1-111' 1-114• 1-114' 2' 1718' 1.318• sees ACTUAL PRESSURE REQUIREMENT FOR THE
2A=hom®4.76-Min.O.C.I Stm4md a Onset Clip(Fig.tat) 390 to 390 V. 450 It. ON r. 1644 be 270 Poe 2501bs 3541b3 740114 4 ft 069451ba 3/1@5 4421hs 5001.5 OPENING,WHEN IT IS LOWER THAN THE MULLION
4 AnoMrs9 2.25'Mln.O.C.I StaMmd(a Oaset)Clip(Fig.3): 7001bs 700114 52 b
5601ba 14tO Ibe 8S WA 660114 WA e3o 114 WA 890114 WA 682 lb. 6851bs 1120 roe CAPACITY(FROM THE TABLE)OF THE SELECTED
B Anna ®CIAV Min.O.C.1 Standard(OrOlbet)Clip(Fig.4). 960 b3 1400114 WA NIA WA WA 760 lbs WA WA WA ran -WA_ 1383114 We!as 2240 bs MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Anchom Q T Mtn.0.0.112 2x5 An le Caps I(Fig.5): 780114 760 lbs 680 bs 1580 IM 1898 vas 64oib- 568Ibs NIA 760Ibs 1461w No Im 1892 Ila 6821bs ass IM 1120Iba CAPACITY WHICH MAY BE USED TO QUALIFY
OAK 3•Mtn O.C. 2x5 An&Man 1 .5): 11 TOfM t170lb3 1020105 2310114 2844 W 810;M 810 bs WA 1140114 11221b. 1320 Ds 2830 lb. I0221M 13271bS 18001bs ADDITIONAL ANCHOR OPTIONS FROM THE
4Arclga 40045.14..O.C.I U-alp,Nto.UY AW.(Fig.77 WA WA WA WA WA WA WA WA WA NIA WA WA WA NIA 1470 bs ANCHOR CAPACITY TABLE PRODUCTREVISED
2 Anchors Q 2 2V Mbt 0.01 F-Mp(Fig.BL 350IA 350 FA 2901. 705103 476 IDs WA 280 The WA 315 bs WA IIO IM WA 341 ms 4/2114 560114 as complying with the Florida
4 Archors®1.W lAh O.C7 F-alp fFig.91 480114 1 700 be I WA WA I WA I WA 3801M WAWA I WA I NIA WA 802 bs 085114 1120 b3 Building Co de
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --j 1.000' r- Acca�an�Nnlfo'IS'll$,O'j
Expiration Datc Um
TABLE NOTES: By
Mimi1 de 7
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: (i 151 ITTTI j/
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE \\ /
• • • • • • • • • •lR• • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ���'(��\ /1
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE At�.•''�\G[NSe '•.F'4'
• • • • • • • • • •
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES 4.000" Ir),50•/05
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. a• b � '
• • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND ETRE TED Y -
• • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED YELLOW .125' I���,'.,,/'(O1(1V 1*.•'\�
• • SOUTHERN PINEWITHAN SG OF 0.55.ALUMINUM SHALL BE 6063-T5ANDBEAMWIMUM OF.126•THICK STEEL fuQ -"""• \"•,�
STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(1B GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK !
ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 410& V X 4'X.125• A.LYNN IUILLER,P.E.
#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#50705
TABLE 7A • n 9tF
Mullion Capacity Table Ibilfie)
Opening Width(for verficallysperrling mulfon9)or Opening Height(for hon2onlaIVSpann)ng ML130ns) W11
501n 601n 70 In 801. 901. 1001n 120 In 140 in 160 in i2 c O
1X4%.3Tb
Rectangular TrWITOmg. Rectangular TiaplTdang. Reclangular Trap/Triane. Rectengldor Trap/rdart Rectangular TreplTdang• Rectangular TroplTdmg• Reelarpular TraplTde.9• Rectangular TrapRdeng. Reet4nguler Trap/Tdenp. SRo w�w
Loading Loading Lowing Loading Load1.g Lowing Loodng Loading Loading Laedhg 'Loading Loading loading Loading Loading Loading Loading Loading sY V
Alum,Tube
Mullion ' �$ g b d 1.g I� N
g� p. e e a s� �� s m
s z � U)
42h 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 506 170.0 982 MA 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 145a 170.0 521 170.0 1735 170.0 521 170.0 1983 170,0 521 O LUW
481n 170.0 708 170.0 524 170.0 850 170.0 5151 170.0 992 170.0 am 170.0 1133 170.0 661 170.0 1275 170.0 577 170.0 1417 170.0 680 170.0 1700 170.0 880 170.0 1983 170.0 680 161.0 2024 170.0 680 7) d S
50.6251n 170.0 747 170.0 563 170.0 890 170,0 631 170.0 1018 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170,0 756 170.0 1793 170.0 766 158.0 1919 170.0 756 136.5 1819 170.0 766 W o 0 0
541n 1740 797 170.0 812 170.0 958 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1694 170.0 856 189.9 1789 170.0 661 137.1 1708 170.0 881 120,0 1709 170.0 881 m m 1-'
60 In 170.0 685 170.0 701 170.0 1053 170.0 707 170.0 1240 170.0 578 170.0 1417 170.D 814 170.0 1594 170.0 998 155.6 1519 110.0 1077 129.8 1819 170.0 1087 111.0 1619 170.0 1x93 97.2 1618 1700 1063 J
631n 170.0 930 170.0 746 170,0 1118 170.0 850 170.0 1302 170.0 940 170.0 1468 170,0 1015 156.7 1542 170.0 1076 141.0 1542 170.0 1122 117.5 1542 168.6 1188 100.7 1542 197.9 1181 85.1 1542 167.9 1157
{,
66 In 170.0 974 170.0 TO 170.0 1169 170.0 903 170.0 1384 170.0 1002 160.6 1472 170.0 1088 142,8 1472 168.6 1148 128.5 1472 158,8 1130 107.1 1472 117.15 1106 01.0 1472 148.0 1104 00.3 1472 140.0 1104 Z
721n 170.0 1063 170.0 816 170.0 1275 170.0 1009 150.8 1320 168.2 1101 132.0 1320 149.9 1082 117.3 1320 137,8 1086 105.6 1320 1208 1049 68.0 1320 117.0 1024 78.4 1320 112.6 1013 68.0 1320 112.5 1012 111 TF W
76 In 170.0 1172 170.0 937 149.6 1184 159.4 1017 128.2 1184 139,9 994 112.2 1164 125.7 978 98.7 1184 115.3 964 69.8 1184 107.5 952 74.8 1184 97.6 935 64.1 1184 83.7 827 38.1 1181 823 925 Q J O<� �Z-
IE TB In 188.1 1124 170.0 967 138.4 1124 147.0 986 118.6 1124 128.8 947 103.8 4124 115.8 931 9L3 1124 105.0 815 03.0 1124 08.6 906 69.2 1124 69.0 990 59.3 1124 84.3 881 51,9 1121 83.2 811 F, J � �
901n 108.1 541 171.5 750 90.1 541 94.3 736 71.2 844 62.1 724 67.5 844 73.3 712 68.1 844 00.6 702 54.0 8" 61.4 597 45.0 544 542 678 38.6 844 50.0 665 33.9 844 47.7 662 Q z N �r
961n 89.1 742 81.5 183 74.2 742 77.2 652 838 742 67.2 e41 55.7 742 is
59.5 011 48.6 742 31.1 672 41.3 742 IB.e 614 37.1 742 43.8 600 31.8 712 79.8 590 27.8 742 37.5 SB{ M �p
Min 62.8 588 63,9 530 62.1 558 53.5 527 44.7 588 46.11 513 39.1 586 11.4 505 74.8 688 37.3 198 31.3 485 34.2 /82 26.1 58fi 20.6 4al 22.3 5156 Z8.6 472 19.6 588 24.7 468 rq
W
2 S2
ill In 57.0 555 65.5 503 18.0 655 49.5 496 41.2 655 42.9 457 38.0 654 38.0 480 72.0 657 34.2 477 28.0 656 31.3 487 24.0 655 27.1 457 20.8 555 21.3 He 18.0 559 22.4 112 (y
1201n 45.8 475 18.4 433 38.0 175 39.0 428 32.6 475 737 120 28.6 173 29.8 414 25.3 476 20.8 489 228 475 24.5 101 19.0 475 21.1 395 16.3 176 187 707 14.3 476 17.2 181 V X Q_ O O
1441n 26.4 330 26.7 305 22.0 330 224 301 11.9 330 19.3 297 18.5 339 =170 - ,- Z m0
TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: 1 00
Anchor Capacity Table lbs ANCHOR CAP.,_,,, 8
Substrate: 2.7k Concrete 3.5k Can. Hollow CMU Filled CMU PT Wood Me191 (DR-)X( )=ANCHOR CAP.„,
118•Eko 114'SS Eko 5118'Elco 114.6S Elco N10 steelf442
2 Steel a1261e9 MULLION CAP.,A,,,,•,
Anchor Clip Patterns Anchor Type: 7718'Elco Ulbecon 174•Elco U4meon 3118'Eko UlVaon 1!4'Eko Macon UlVecal AppmGeta U1lmcan AgpreOelor Se w(G5rew(G5) Screw(GS) USE THIS FORMULA TO OBTAIN THE'ANC OR
Edge Distance(in) V 2-lir r 2-Itr 3-111' V 241? V 2-V2' 2' 3.1/6' r 0.46' 0.54• 0,324' CAPACITY REQUIRED"CORRESPONDING TO AN
Embedment Mk I•at4' 1-34• 1-374• 1-3/4' 2• 1.114• 1-v4' t-174• 1-t/a• t-f I4• 1.90• 2• tall' 1Sr8' woes ACTUAL PRESSURE REQUIREMENT FOR THE
2Anchom 4y 43W Mn.G.C./Standard or O@el Clip(Fig.1527 39U lbs 39010.9 450 lbs 8901ba 164410.0 210 lbs 260172 354 lbs 74010.5 374!be 8641bs 918108 34110.9I.b 5609,0 OPENING,WHEN IT 15 LOWER THAN THE MULLION
4Anchors®2.25'Mh.G.C.I Standard(orO0se000I,ft.3), 700 lbs 700 lbs 660 Los 1410163 9521bs WA 56010. WA 6W Its. WA 080lbs, WA 682[as 685 lb. 112010.9 CAPACITY(FROM THE TABLE)OF THE SELECTED
6AswMm 401.15•Min.D.C.I Slenderd(orOascl)CUD ffg.41 1180 Ilia 14001x. WA WA WA WA 760 Me WA WA WA WA WA 1393100 1770[be 2240 pe MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 AmW&Q 3'hUA.O.C.1(2)ASAngle Clips/(Fig.5)• 76010.. TOOIas 6W Its S560 The 1890 Ilse 64010.9 5W Ilse WA 760169 148 lbs O80Iba 1802109 6821A9 88510.9 1120lbe CAPACITY WHICH MAY BE USED TO QUALIFY
8 AnctnrsQ T Wn.O.C.I(2)235 An&Cllp9 I(Fig.6): 1170109 1170lbs 1070 As 2340 Me 2844172 810 lbs so lb. WA 1140Ibo 1122 Ns 13208,3 2878163 102210.9 132710.9 1680 @a ADDITIONAL ANCHOR OPTIONS FROM THE
4Anct-400.45'Mh0.C1U-a0. to.125'A4m.(Fg.7t. WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 143010.. ANCHOR CAPACITY TABLE
2Arclwrs 4q 223'Min,O.C1 FLJID(Fig.67 550 Ds J501be 290100 70510.9 47810.9 NIA 280 lbs WA 315 ba WA 440169 WA 31110.9 1421x. 560105 PRODUCTREVISED
4 Aachas®1.15'Mln.O.C./F-tl1 F 91 45010.9 TOO. WA WA WA WA 300 lbs NIA NIA WA WA WA 88210.3 8851x9 1120 Aa ns ildLngcomplCode with die Flndd9
P ME 4 Building Code
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -•-� 1.062' r 1.000' f-•- Acceptance Nl 110-417-193.0.5
E pi�'_
Darla
TABLE NOTES: BY
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 0: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION MimON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 11 I 1 I I I)
VINN 1,
1141
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ` �•�;��C.i•isT '•�F')'
• • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 4.000' -•• r
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000" NO 5070.,
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
FIGURE 5: FIGURE 6: FIGURE7: �• (L 6 Iif=
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
• • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE -.`
TE O�
• • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OFO.55.ALUMINUM SHALL BE - - -- � ••'..rLOtZ1D!:.•'1\.�•,
6063-T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA
A MINIMUM GRADE 33 AND.045' -375' .375' 'i�OS� ••••••' ��••��
THICK(18 GAUGE.STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL ANCHORS \71
ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO METAL.SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 8#12 1'X 4'X.375'
'X.375' VX 4'X.375' A./LIvdNIMILL�k P.E.
ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 'T'-MULLION MULLION FL P.E.#58705
TABLE BA
Mullion Ca aclty Table Ibs#tt
OponingWidth(for ser9calty•9paMngmlAiofm)orOpaningHelght(for hodmrdafy-spamlrgmU4ons)
601n soon 701n 801n 601n 100 In 1201n 140 In 16044 'I O
9.26"x Rectanguar TlepRdang- Reetan2War TraWFong. Reclan ft TreprTderg• Reclengder Treprrdwg. Rectanguar Trspmarg• Rods TroplTdeng. Rectangular TropRdenO- Rectan9dt! TreplTdeng. Reeten9ular TrepTdene• u a z
Loadrg Loafing Loadog Lowing LoadN9 LOOdn9 Loadn9 Loafing Loacing Laadnp Lowing Lwdrrg Londng Loafing IAadn9 LoadnO Loafing Loadn9
3.188"x LL
.266"Al In s € & F F P
TubeMuil120 .1 N
a ^ a ao o a a< o ^42In 170.0 620 170.0 435 170.0 144 170.0 478 170.0 888 1700 508 170.0 992 t70.0 519 170.0 Ilia 170.0 521 170.0 1240 170.0 621 170.0 1150 170.0 521 170.0 1733 170.0 521 151.6 1769 O
481. 170.0 706 170.0 624 170.0 850 170.0 5M 170.0 992 170.0 630 170,0 1133 170.0 681 170.0 1275 170.0 671 170.0 1417 170.0 680 154.8 15/8 170.0 680 1327 1548 170.0 660 116.1 1548 170.0 680 j 2
8
50.625 In 170.0 747 170.0 663 170.0 696 170.0 631 170.0 1048 170.0 584 170.0 1195 170.0 723 170A 1345 170.0 747 167.0 1468 170.0 750 139.2 1468 170,0 756 119.3 1468 170.0 756 104.1 1480 170.0 756 $ 0
541. 170.0 797 170.0 612 110.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 003 163.1 1376 170.0 037 148.8 1376 170,0 656 122.3 1376 170.0 8a1 104.0 1376 170.0 861 91.7 1376 170.0 861 m , M 0
60 In 170.0 885 170.0 701 170.0 1083 170.0 797 155,9 Ilse 170.0 878 139.0 1158 167,4 930 123.6 1158 156.8 919 111.2 1168 150.0 912 927 1155 444.6 905 79.4 1158 144.5 905 69.5 1158 114.0 905
831n 170.0 830 170.0 745 160.1 last 170.0 850 137.2 1051 155.9 662 120,1 1051 142.0 846 106.7 1051 132.3 037 98.1 Iasi 125.7 930 60.1 1051 119.5 822 68.8 1051 119.1 621 60.0 1051 118.1 821
661n 167.1 957 170.0 769 138.3 957 151.6 805 119.4 957 134.0 790 104.1 057 121.8 777 92.8 957 112.6 767 81.6 957 106.6 769 69.0 957 100.0 750 59.7 957 96.9 748 62.2 951 889 740 Z J z°
721n 126.7 804 135,2 698 107.1 801 1152 684 91.9 601 101.3 871 80.4 801 81.1 660 71.5 801 61,1 850 5{A 801 78.0 843 53.6 801 723 833 48.8 804 89.0 829 40.2 806 69.6 1{26
Uj
76 In 109.4 722 114A 630 91.2 722 97.2 618 76.2 722 05.3 008 68.4 722 76Y 696 60.5 722 70.3 $66 $4.7 722 65.5 560 45.6 722 69.5 570 39,1 722 08.7 lies 34.2 722 56.2 564 Q U�" �
3
.� 781. 101.2 685 105.6 600 64A 655 806 588 72.3 685 78.5 577 63.3 985 70.5 668 58.2 665 64.5 660 50.6 685 60.1 653 422 885 54.3 543 38.2 685 51.4 537 31.6 665 50.7 538
90 In 65.9 555 68.0 457 54.9 515 57.5 449 47,1 515 50.1 441 41.2 515 44.7 434 36.6 515 40.8 428 330 515 37.4 472 27.5 515 33.1 413 23.5 51S 30.5 407 20.6 516 29.1 404 Q x Z N O
961n $4.3 453 65A 404 47.3 463 47.1 397 30.6 463 41.0 391 33.9 453 36.4 385 30.2 453 310 379 27.2 453 30.4 374 226 453 26.8 368 19A 153 24.3 360 17.0 /53 228 356 00 g�
10a N 36.1 356 39.0 323 31.5 356 32.6 318 27.2 358 20.4 313 2].8 359 26.2 SOB 21.2 355 22.7 304 19.1 330 20.0 300 16.9 358 15.0 291 W � 0 0
07
111 N 35.1 338 35.8 306 29.3 338 30,1 301 25.1 338 26.1 207 22.0 378 23.2 2B] 19.5 130 70.9 289 17,6 318 19.1 285 x 32 R
1201n 27.8 280 28.3 264 23.2 290 Z7.0 260 10.9 298 20.8 256 17.4 298 10.2 253 15A 290 15,4 249 V N Q O O
144In 16.1 201 15.3 i86 d c Z
TABLE 8B $ m0�O
ANCHOR CAPACITY ADJUSTMENT
BUMtmte 27wcurcr9e Ane35xCChormc cpeonc.
Table Iba HOMNl7AU FutedCMu pTwuOo MAd (Dp,)X(ANCHORCAP.,,„,,,,,,\_ANCHOR CAP...
at6"Elco 14'SS FJco d16"EYo 1!4*5S Elco 910 6Yad q12 Sleal 912$IPP1 MULLION CAP.,,p„•,r
Anchor Clip P5lt9ma 1141 We'Elm UOmcm v4*Ekou9racon UBmcon 31IT Elco ulrsm v4•Fxouemcon AggeGator ueracon AOamUor 9crcw(05)Screw(G5) WON(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
EOW Uslance n 1• 2.112' 1" 2.112 117 1• 2-117 V 2-9/7 7 afla 7 0.40• 0.54• j CAPACITY REQUIRED'CORRESPONDING TO AN
EmSednenl n 7JI4• fy4* fa/4• tav 2• 1.114• 1414• 1-14" 1-114• 1.1/4- 1-114• 7 tea• tale ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anc04a®47T MIR O.C./Stallard a OMI CY t 39091s 39D Im 450 Os 8901m 16449n 2701M 280 354 IM 74010s 37496 664164 film 3t10s 442 as OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Aa9as @ 1.17 Min o.n 1 slmmrd(aOlael)Cnp(Fig 4 460 Im 700IN NIA WA NIA N!A 380 A9 NIA WA NIA WA WA IA2Ns 865 tm CAPACITY(FROM THE TABLE)OF THE SELECTED
4Arcinn99TN.O.C.! 215 An9NCOps/ g.3' 780 Ns 7801m 6801M 1560 ba 190610s 6401bs 6601m NIA 760 Lt 749 IM em 443 1692 __9621Ds 865915 MULLION.IT WILL YIELD A MINIMUM ANCHOR
4A.W_.0.45•MN.O.C.IUCIo.Into.l2TAlum 10.1' NIA WA NIA WA NIA NIA WA NIA WA IIA t9A WA WA WA CAPACITY WHICH MAY BE USED TO QUALIFY
1AnclnrlF-ap(Rgn 1861M 14594 275lbs 445Im BW as 135 Yes 140 as 17/1M 370Im 187M 3321M 479 Ys /70Ds 2211m ADDITIONAL ANCHOR OPTIONS FROM THE
2Anctnn 0.0 f.1Y MIB O.CI F4:Op g6 7A0 ba 350 As N!A WA NIA NIA 1001m NIA WA NIA WA WA 5411ba 4.. ANCHOR CAPACITY TABLE. PRODUCTRF.VISED
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. as c.mplyiob l,ilh 9.Fioilda
Building Code F-1.250--i�I 16.6218.03
FIGURE I: FIGURE 2: Actee No
TABLE NOTES: BapimoncNonDale X621
• • 1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION BY
s Coe
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. MI'mnl ado Modu
IItlliirrr
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \, O`�(LY y
FIGURE 3:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.188° `� 6"\' 1?CCN�` •F'P
ANGLE SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
CLIP BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Nu.58-/C5
.265° _ IIN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND (W=
FIGURE 4: FIGURE 5: FIGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL 1 ,• O 4.
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE r r)' S���lL O' ••�>!J:
• 6063.75 AND BEA MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 1 125'(I3.105•X. i•^i.-'•.•�CGRIO�".•'-('�':
.045"THICK 18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL . ; .... .
. • `�\\
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1.114'VF MULLION)
MULLION �
#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. A.LYNNM{l!L �,P.E.
FL P.E.#58705
Florida Building Code Online Page 2 of 2
Florida Building Code Online Page 1 of 2
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or
s° Product Approval USER:Public User
Produrt AGr>LT vd Menu>Product or Anolication Search>Anoiication List>Application tali
FL# FL261-R10
Application Type Revision
Code Version 2014
Application Status Approved
*Apr y DBPR.Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments
Archived
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
North Venice,FL 34275
(941)486-0100 Ext 22318
drua rk@pgti nd ustries.co
I
Authorized Signature ]ens Rosowski
jrosowski@pgtindustries.com
Technical Representative ]ens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext 21140
irosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
CategoryWindows
Subcategory Mullions
Compliance Method Certification Mark or Listing
Certification Agency Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAL
Referenced Standard and Year(of Standard) Standard Year
TAS 201,202,203 1994
TAS 202 1994
I
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 05/24/2016
Date Validated 05/25/2016
Date Pending FBC Approval
Date Approved 05/25/2016
TABLE 9A as +
Mullion C2pa61 Table(Ibaifl') a
Opening Width(for vericaly-sparmlrt9 mullion)or Opening H61gh1(forhodzontaly-epanring miAliorm)
501. 60In 701. 80 h g0 h 1001. 120 in 1401n I60In 6i�(d1 O
""I Load;
Trap`Tdana R4al mWu nWTMna. Raslangekr TreprT4.4 ReclBrpiM1 TrapRdMa Reelangular Trep•Tdang. Rectangular Trep7Tdang. Raclengular T.P11r,g. Reel.ngukr uprtdsng Rmtengdm Tmp/Tdanp. 4"
1.26 9]8 Wading Lmdng Lmdng Lowing LoBGrg Lmdng L. Leafing Ladng Lmdng Lmd1.g Loading Lmdng Lmdng Loading Ined'rg Lmdna LmMp oyr V
x.,00
Alum.Tube P _ _ _ _ _ _ S� _ _ S B _ _ �' _
N
CO
42In 170.0 620 11oA 435 170.0 744 Me 470 170.0 868 170.0 500 170.0 992 170.0 !10!170.0 1118 170.0 521 153.7 1118 170.0 521 127.7 1118 110.0 521 100.5 Ilia 170.0 521 95.6 1118 170.0 621 2 W
da In 170.0 708 170.0 524 170.0 850 Me SBI 187.8 878 170.0 830 146.7 976 170.0 get 130.4 are 170.0 877 117.3 978 170.0 680 97.0 978 170.0 680 1 B&O 978 170.0 880 713 978 170.0 Sao ? _
60.8251 170.0 747 170.0 663170.0 BBB 170.0 631 150.7 827 170.0 884 131.9 827 166.3 700 t17.2 027 159.1 899 105.6 027 156.3 896 87.8 927 158.3 695 75.! 027 156.3' 095 65.8 027 158.3 885 (n
511 170.0 797 170.0 612 154.5 869 170.0 691 132.6 669 163.9 883 115.6 600 141.8 669 167.0 869 134.0 660 91.7 868 129.8 654 T7.3 068 128,0 652 all 069 120.8 652 51.9 889 128.0 652 (J,J O
601. 143.2 746 159.8 634 118.4 745 132.3 620 702.3 746 117.6 600 09.5 748 107.0 599 79.6 748 101.0 592 71.8 746 88.0 587 59.7 748 93.3 553 51.2 746 93.3 583 44.8 748 93.3 683
$ 631. 127.7 077 132.0 679 103.1 011 1112 566 68.4 077 100.4 555 71.3 877 81A 64B 68.7 677 85.2 679 61.9 677 61.0 534 51.8 877 77.0 629 !1.2 677 76.7 529 38.7 877 78.7 629 "-1
W J
681 107.6 017 111.1 630 89.1 617 87.15 610 78.9 817 00.3 SOB 87.3 617 78.3 600 59.6 817 72.0 /04 53.8 817 BB,7 409 4/.0 017 B/.4 169 J8./ 017 83.7 482 71.6 611 87.7 102 a
721 02.9 518 07.1 450 69.1 618 74.2 440 59.2 Sig 65.2 412 61.8 518 58.8 425 ABA 518 64.2 410 41.4 61B 50.7 414 346 518 48.8 408 29.6 510 45.0 405 26.9 516 45.0 405
781 705 465 73.7 406 58.7 4B3 62.8 398 60.3 483 64.9 390 44.1 465 49.4 304 39.2 465 45.3 778 35.2 465 42.2 374 28,1 485 38.3 367 25.2 465 38.5 364 22.0 405 36.2 36J IJ
76M 65.2 441 68.0 307 54.3 441 67.7 376 46.6 411 50.8 372 40.8 411 45.4 366 30.2 441 41.0 360 32.6 441 381 350 27.2 M1 34.6 319 23.3 441 11.1 366 20.6 441 727 315 J
Z
g0 in 42.4 332 416 205 35.4 332 37.6 289 30.3 332 32.3 204 25.5 332 28.8 280 23.8 332 28.1 278 21.2 372 ?A.1 272 17.7 332 21.3 266 15.2 332 19.8 262 13.3 332 787 260 Q O r
~ Q N O
981 15.0 201 35.0 260 29.1 291 30.3 256 25.0 201 28.4 252 21,9 281 23.5 240 194 221 21.3 244 17.5 201 19.5 241 14.8 291 17.1 238 12.5 291 15.6 232 Z
1081 21.8 230 25.1 208 20.6 230 21.1 105 175 230 10.3 291 15.4 230 18.2 IBB HZ a C
111 In 22.8 218 23.1 tB7 160 218 IBA 194 18,2 210 16.0 191 14.1 210 1d.B 180 �
1201 17.9 187 18.2 170 14.9 181 15.3 18/ C7
U N Q O
Q..r Z
TABLE 98
go sA
ANCHOR CAPACITY ADJUSTMENT FORMULA: -g ;of mD'
Ancher Capacl Table(lbs) o�i'
Capacity ANCHOR AP ANCHOR a
SlAslrete: 2.7k C.ncmle 3.6k Cono. Fldbw CMU Flied CMU RT Wood Metal (DP,)X( }=ANCHOR CAP.,,,
5110'Elco 114•S9 Eko 5`19 Eko IIP 9S Etco 610 Steel 4152 Slael x129184 MULLION CAP,,,,,,,,,,,
Anchor elip Paherna Anc"°`npe' 3rt6 Eimunreem t!1'EkoUlbaon unmcen 3/18'EkoUuecm tN'EkoUOmwn AggnG.IT L"U-n Affla for 9clex(G5)SCM.(G5) S.-(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge Distal¢.6.1 1' 2412• 1• 2.1fr 3.11W 1' 2.112• r 2-lir 2• 3-11" 2* 0.46• 6.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment -Y4' 1.14' 1.314' 1.3/4' r 1.171• 1.1/4• 1.1/4' 1-171• 1-114- 1-1/4' r 1.318- 1.318• mdse ACTUALPRESSURE REQUIREMENT FORTH£
2A.chola®4.75-Mi1.O.C./S1andardw OOmtUlp(Fg.il 3901. 3BO r. 450 em 890 to. 18141. 2701. 2801. 3541. 7401. 3741. 6641. 940 Im 3411. 442Im 5601. OPENING.WHEN IT IS LOWERTHAN THE MULLION
4 Anchors®1.45'Kiln.O.C.f Standard(or O0ae0 Clip(Fig.21 4801. 7001. WA WA NIA WA 3801. WA NIA WA WA WA 682 8a51m 1120 ft CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Anthea493•Min.O.C.l Q)2x5 Angle Oqs/(Fg.3k 78D Ib5 7031. BBO Iba I58a I. 19961. 5401. 500 bs WA 7001. 7491. 880 Ora 18021. 882Im 6651. 11201. MULLION.IT WILL YIELD A MINIMUM ANCHOR
3 Amhors Q 0.51'MIn.O.C.f U-Ulp,1.1,100'Alan.(fli bl WA WA WA WA NIA WA WA WA NIA WA WA NU WA WA 950 Na CAPACITY WHICH MAY BE USED TO QUALIFY
1 Anchor I F471p(FIg.5), 1951. 195103 275109 4451. 0221. 1351. 1401. 1771. 3701. 1871m 332108 4731ba 170 ms 221 Im 2001. ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anchors Q 1.15'Mtn.O.C.f FLllp(Fig.6).1 21011n 1 350109 WA WA NU WA 19D 1m WA NIA WA WA WA 1 3411. 4421. 560 hs ANCHOR CAPACITY TABLE. PRGDUCr REVISED
m complying with Om Flo"
Build ng C
FIGURE I: FIGURE2: _1250 Acceptance No 1
• • • • TABLE NOTES: Cxpi7ntion Date X04
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION B
ON LOADING,SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. full Dade Product
1111
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `���1 �
O •' (`i
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3.250'
FIGURE 3: `a:',.• 1GFIdSL •.•i
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS •' '•.it J
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.; ND.88705 ._
IN PAIRS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 100, � /I,, .• Q'`
FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL .-1)•. 0i] -g Gb :, Ii I
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE _S')U
• 6063-TS AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE33AND ,< F77R101•,.•'.i:j;:'
• • • .045'THICK(1121 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125-THICK AND A36.ALL
1.25'X3.25'%.100' �i LS�n(J,.•.•
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION '7� r%"`1
-' '
P10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYNN QLLM,P.E.
FL P-E.#58705
TABLE 10A
Mullion Capacity Table(Ibaffle)
Opening Width(Iorvedicall sparwng mi llolls)or0pening Height(fnrhodzo7te*Sp°nning mllliore) C a
50 in Cain 70 in BON so In 100 in 120 in 14o. 16004 ggj
0
726%32b R4cla4gul.1 Toliniong. RaclanOAm TaplTdon9. RW.ppiar TnpTdang. Root 1. Traprrdmg. ReNangular Trap7Tdang. Roclangular Trapndang. ll iangul. Tmp'fkag. R4dangulu T.jVTd.g. Raclang�lar T,*Trsang. c5
036
%.924 Loading loading L4adng loading loading Loading Lowing Loading Loading Loading Loading /454740 Loading Laadnp Loadig Loading Loading Loading
Alum.Tutle s .£ -F .£,. .£ ,c� .s £_ .£ .£_ .£ .:... .£ .£� .£ £ £_ .£ .£� .£ .. £' .£.. .£ .£,. £� �£ s.. £ .§_
Mullion U ua El i �A a€. a �- t .9 9 sx � a� U eo u Q �>g a a a� � ee e- �$ 's '� � ea z ag N LL
ua u u' u u u u u u'9u' u u u e u a u d u G
5 m
€a zaF-
s� fd z�=. d`rc � d`¢ a d`a' �� fd io $rc f� d�`a' € $a Eg 8d@ 8a' 3"� d' [ ac N
421n WOO 620 170.0 435 170.0 744 170.0 415 170.0 BBB 170.0 506 170.0 992 170.0 619 170.0 1116 170.0 621 170.0 IND 170.0 521 170.0 1488 170.0 521 170.° IDS 170.0 621 170.0 1993 710.0 521 O W
4614 170.0 70B 110.0 524 17°.0 850 170.0 504 170.0 992 170.0 630 WOO 1133 170.0 661 170.0 1275 170.0 611 170.0 1417 110.0 680 170.0 1700 170.0 fiB0 169.7 1979 170.0 680 148.5 1979 170.0 CBD J W
60.625 4, 110.0 747 170.0 563 170.0 896 1100 631 170.0 1066 17°.0 686 170.° 1193 170.0 723 1700 1345 1700 747 170.0 1491 110.0 766 170.0 1793 170.0 766 1525 1617 170.0 756 133.5 1877 170.0 766 ce 4 (0
Win 170.0 797 110.0 612 170.0 956 170.0 691 00.0 1116 170.0 754 170.° 1276 170.0 603 170.0 1434 170.0 837 170.0 1594 170.0 656 166A 1759 170.0 861 134.1 1759 170.0 801 117.3 1759 170.0 6Gi LU CD
Gain 170.0 655 170.0 701 170.0 1063 170.0 797 170.0 1040 170.0 878 170.0 1417 170.0 944 161.1 1511 170.0 996 145.0 1511 170.0 1013 120.8 1511 170.0 1063 103.6 1511 170.0 1063 90.6 1511 V0.0 IDB3 F J
63 in 110.0 930 110.0 745 170.0 1116 110.° 550 170.0 1702 170.0 910 156.6 1370 770.0 7016 139.2 IWO 1700 1076 1263 INS 164.0 1D82 INA 1370 155.9 1072 89.5 1310 1553 IDID 783 1370 155.3 1070 2 WW �
j 0.
Sal, 770.0 974 VDA 769 170.0 1169 170.0 903 755.6 INS 170.0 1002 136.2 1248 158.6 1013 121.1 1248 147.1 1000 105.9 1248 139.0 989 90.8 12/0 130.4 976 77.8 1240 129.0 916 68.1 1249 129.0 975 - Z U)g m
7214 167.8 tO49 'lli 018 139.9 NO 150.2 592 119.9 1049 1321 875 104.9 7049 119.1 No 93.2 1049 109.7 046 an 1049 7027 839 69.9 1049 96.3 025 69.9 1049 91.2 020 52A 1N9 91.1 820
0 763. 142.7 941 149.1 an 118.9 911 1262 895 101.9 047 111.2 791 B9.2 911 100.0 777 79.3 911 91.7 766 71.4 941 85.5 767 59.6 941 T1.6 711 SIX 941 74.0 731 44.5 951 73.1 736
g 7814 172.0 894 137.6 7B3 110.0 894 1t6.9 767 94.3 891 102A 7S3 82.6 094 91.9 740 73.3 891 04.1 730 66.0 894 78.7 721 65.0 894 70.7 707 17.1 894 67.0 7D1 61.7 ON 66.1 690 Q ,�
gain 85.9 671 88.7 SSG 71.6 671 71.9 585 GIA 671 653 575 53.7 671 50.2 566 47.7 671 529 550 43.0 671 48.6 551 35.8 671 43.1 639 30.7 671 79.7 531 26.9 671 37.9 526 I-- CNp
Z
961, 70.6 590 724 S27 59.0 590 fitA Sig 59.6 590 53A 509 44.3 690 47.6 604 39.3 590 43.0 495 35.4 590 39.6 458 29.6 590 34.1 477 25.3 590 31.6 4fi9 227 590 29.0 IW Ia-' �(. 00
O
108in 491 466 50.0 421 41A 465 42.8 414 36.5 466 37.7 408 31.1 466 32.9 402 27.6 466 29,1 386 24.9 466 27.1 391 20.7 466 23.5 382 17.0 166 212 775 las 466 19.6 310 fn NI oO m�
11114 45.0 441 46.7 400 382 441 39.3 393 32.7 Ut 34.1 387 28.6 441 30.2 382 25A 141 21.2 376 22.9 Mt 24.9 372 19.1 411 21.6 361 t6.d 111 193 356 11.3 411 17.8 351 W ('rf
120 in 35.3 378 35.9 344 30.2 376 31.0 339 25.9 378 26.0 334 22.7 378 217 329 20.1 370 21.3 22S 18.1 378 19.5 321 15.1 378 15.7 314 x CO �
U)
Win 21.0 262 21.2 742 17.6 262 11.8 239 15.0 262 16.3 236 U N Q ZO O
�a �
TABLE 108 ANCHOR CAPACITY ADJUSTMENT FORMULA: 0'
Anchor Capacity Table(Ilam)
ANCHOR CAP.,„,,,,, o H
SUD5121e 2.7K Weals 3,5kCone. H05ow CMU FllIeOCMU PT Wood UMelal (Df?„)X( )=ANCHOR CAP.,,,
0416•Ficovd•SS E%o 1116•ECo V r SS Etto 1110 Sled 0412 SIeelMULLION CAP.,„,,,,aaAnehorCllpPsttema Arclxrtype 31tG^FJcolmram OTE%ounracon unraeonH3116' O lntmm I/4•EYO U9racan AggreGata U11mon AggreGala Sclew(G5)Scrrn4(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge Disleme p r 2-V? r z-112 3.1152.112 r z-vz 2 3trs 7 0.4a• 0.54• CAPACITY REQUIRED"CORRESPONDING TO AFmbe"aM n 7514• 144^ 1514' 7314• Z' 1-114' 1.114• 7-vr 1-114• 1-114^ 7 t�+e' 1.048' ACTUAL PRESSURE REQUIREMENT FOR THE
2Amh3m@470'NInO.C.IStarUVaOlaetCepff7g 11 3m ps sm tin Osolos 89019s 1644105 280105 3511os 7dalta 3741os 6W es 946 W. all Bn 442 Ba OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Archers@1.15•MPC O.0 I Standard(m Ortel)Cep(Fla 21 4m los 700 Ma NIA WA NIA38005 NIA WA NIA WA WA 6az ms aes me CAPACITY(FROM THE TABLE)OF THE SELECTED
dArcrors�3'MIn.O.G!(2)2,5ArgIe Clips;(RD 37 IBD ms 7m loo 680IDs 11787108 7888 ps 660105 NIA 76DIm 748 As 8m 105 1092195 sezgrs 055/15 nen lea MULLION.IT WILL YIELDAMINIMUM ANCHOR
3Arctors®O.W'Mh OC.IUCIp•Int0.lWfAlum.ff104) NIA WA NIA WA NIA IUA MIA WA NIA WA WA NIA WA a50 IDS CAPACITY WHICH MAY BE USED TO QUALIFY
tArcMrI FCOp(Flg ST las lM 1g5Ba 2291D5 4451°5 622 Its 135M 14095 177105 37010° 707 aas 3321m 473705 170 gn 221 m5 280 tlta ADDITIONAL ANCHOR OPTIONS FROM THE
2 AfKlp9®1.717 MIA O.C./FCep p 240 DS 5.006 NIA WA NIA t1/A 1m 105 NIA WA N!A WA WA 3111DS .042195 560 Nx ANCHOR CAPACITY TABLE. PRODUCT REVISED
u5 compiyfng with dw Florift
FIGURE 1: FIGURE 2: ACCe mance No 1(o'bZl$,6'j
TABLE NOTES: 1.260' Ex irelion Dafc T )
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION OY
• ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Mian Dade rmduci Coa
//11111171
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ;�`, 1 iJ
FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250" '�,1GE14S[;• ••F!' i
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS r
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. plo.58705
INPAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND :•�- lY
FIGURE 4: FIGURES: FIGURES: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL 624, 0)• :fi(%
BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALLBE E )• _;,I,
6063-T5 AND BEAMINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND -1 '�(�t`,••. RCOR\C7h•••'\�y•:
• • • .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ',�.4• "•••''•
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25"%.624'
#10 8 012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION A.7CYN1JIf�(1(.L�R,P.E.
FL P.E.N 58705
TABLE 1fA 43 `
Mullion Capacity Table 6b■nP)
Opening Width((orvelllcafy-sponNng mullions)or Opening Height(for horlrndalyspannIng mullions)' C
60 in fill in 70 in AO in 90 i1 100 in 1201, 140 in 760 in 19 p
tl
1$6x794 Recungaler T,eW,Wng. R4Uarpuler Tmplydang. Rlnangulm TrapRrieng. Raolangula Trap7rd4eB. Reclenguler Tnplrrieng. RedmgWer TrapRdanp. 11,11 u1., T,aVydang. Rm.n0alrr TujaryWg. ReclangVar Trap/rrlang. a p
Long Loading Loafing Lsa4o9 Laedin9 Loading Laadng Loading Leading Laadng Loading Lsadig U.,ig Lradno Laading Laadmg Loading Leading SY
x.624
Alum.TYbe ,� _ .� •�: �-� >� _ ,u• .�•� s g .F .a .E s s s .y .s ',. a .E .�: .. �'.. '., rn
Mullion U Ue sG e� a S ag s e� E as : as us ae a a� a s� a ufi �€ �€ ��, a€ :€ N
u' v u v vo u Y v ua ca v . u u 5Z 0 u E u ue v� g m
�€ 5� Pg 3 g. 6 P'a a sa A t � $ e F5 � d % AI iI _'I V Ia P� a � z -i N
'21 '`& �@ $a` � �� �@. d`ct �€ e`¢ �L da`rc ��. �¢ i:� da'n? i� da`d �€ fid $� d`rc 3� 8a �� d`�' F2 f& � d`a s'd d`a
d2 in 170.0 620 170.0 435 170.0 714 1700 470 170.0 068 17ox $06 170,0 992 170.0 G19 170.0 1116 170.0 621 1T0-0 124D 170.0 621 1700 1408 170.0 521 170.0 1735 170.0 621 170.0 1983 110.0 621 O W
48 in 170.D T08 170.0 524 170.0 850 170.0 684 170.0 992 170.0 63D 170.0 1133 170.0 661 170.0 1276 1700 677 Bo.0 1417 170.0 WO 170.0 1100 170.0 580 BOA 1%3 170.0 660 170.0 2267 170.0 Egg
50.625 in 170.0 747 170.0 563 170.0 995 170.0 631 170.0 1D46 170.0 684 170.0 11% 1700 723 170.0 1346 1700 747 170.0 1494 170.0 756 170.0 1193 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 756
'"7 0
5410 170.0 737 170.0 612 170.0 956 110.0 691 110A II1E 170.a 754 170.0 1276 170.0 603 170.0 1434 170.0 837 170.0 1594 1700 856 170.0 191] 170.0 861 110.0 2231 170.0 061 160.2 2103 170.0 861 m p O
Gain 110.0 885 i1DA 701 170.0 1063 170.0 791 170.0 1240 1700 076 17oo 1417 170.0 941 170.0 1594 170.0 9% 170.0 1771 170.0 1033 170.0 2125 170.0 1063 1463 2163 170.0 1063 129.8 2163 170.0 fOW � V rD J
Win 170.0 970 170.0 745 1700 1116 170.0 BSO 1700 1302 170.0 940 170.0 1498 170.0 1015 170.0 1673 17D.0 1076 170.0 1859 170.0 1122 1% 2060 170.0 1169 134.6 2060 1700 1171 117.7 2050 170.0 1171 W
§m 661. 170.0 911 17D.0 789 170.0 1169 110.0 903 170.0 1364 170.0 1002 170.0 1559 170.0 1086 170.0 1753 1700 1155 170.0 1948 170.0 1210 143.0 1966 170.0 1275 1226 1966 170.0 12% 107.2 1966 170.0 1280 z N m
j 721, 1700 10W 110.0 BIB 170.0 1276 170.0 1009 110.0 1489 1r8.0 1126 170.0 1700 1706 1228 ISd.1 1734 170.0 1315 138.7 1731 169.8 1386 115.6 1734 155.9 1361 996. 1131 1606 1302 86.7 17N 150.2 1352 �r�. J�' p
o
TG In 170.0 1122 170.0 937 170.0 1346 170.0 1080 168,5 1556 170.0 1209 167.4 1556 166.2 1285 131.1 1656 151 5 1266 117.9 1556 141.3 1251 90.3 1556 126.3 1229 87.2 1556 IVA 1219 73.7 1556 121.2 12%
78 in 170.0 1151 170.0 %7 170.0 1381 170.0 1116 155.9 1477 169.3 1215 176.4 1117 1520 1221 121.2 5477 134.1 1206 109.1 7477 129.5 1191 86.9 1171 116.9 1769 77.9 illi 110.6 1158 68.2 1477 ,09.3 1154 7
r
ZZ
901, 142.0 1110 146.6 986 118.1 1110 123.9 96B 101.5 1110 107.9 951 68.8 1110 96.3 936 T8.9 1110 07.5 922 71.0 1110 00.7 910 59.2 1110 71.3 091 50.7 1110 556 970 44A 1110 62.7 670 z So Q N p
Z Z r
961n 117.0 915 120 3 972 91-5 9T5 101.5 855 83.6 975 BB.3 842 732 975 78.6 029 GS-0 976 71.2 811 58.5 975 GSA 007 48.8 975 67.4 799 41.6 975 52.3 776 36.6 975 19.3 767 F )(„ 00 _O
108 in 02.2 711 01.0 6% 60.5 771 70.7 685 58.7 771 61.3 614 516 Tit 64.3 66/ 45.7 771 49.0 055 41.1 711 41.9 617 343 711 78.9 632 23A 711 35.0 621 25.7 771 32.4 612 � ��or
111 in 75.7 730 77.3 661 63.1 730 65.0 850 64.1 730 5E.3 640 47.3 730 49.9 631 42,1 130 454 622 37.9 730 41.1 611 31.5 730 35.6 600 27.0 730 31.9 589 23.7 730 29.6 501 Ui Cl)
120 in 59.9 621 61.0 5E9 49.9 621 51.2 SW 12.8 624 11.7 552 37.5 676 39.2 541 33.7 624 75.3 677 30.0 624 37.2 W1 75,0 621 27.7 519 21.4 624 24.0 509 18.7 621 22.5 501 U) N
I
144 in _77-7 35.1 400 26.9 433 29A 395 24.8 433 25.4 390 21.7 433 22.4 385 19.3 13] 20.0 391 17,3 633 181 1 376 („) N Q O O
dor Z y., (17
T BLE 11 Bm0 s0
ANCHOR CAPACITY ADJUSTMENT FORMULA: �`- Of'Of
Anchor Capacity Table 011) y
ANCHOR CAP.,_,_
eU4741rNe 27xCo2M8 76kCm0 He1Da•CMU FrieaCMU PT Wood Mdai (DP,)X( )=ANCHOR DAP.,,,
916•Euro 174•SS Eta 57th-Eke 1/4'SS Elea 010 Sled 01251eel 012 Steel MULLION QAP.,,o,,.a
Anchor CBp Patterns Anclla rype� 3116-Elco uttr4ctn v4•Exouluaeon Uftmon 9t6•E1co Uarsm ur Eko Unr4con AggeGalor Ullmon A leGalar screw 096 serer Suew G5
w ( ) M+5) ( ) USE THIS FORMULA TO OBTAIN THE*ANCHOR
Eoge pslarce n to 2-1t2 t• 2•v2 0140 r z•vx t• 2-172 2 3-1R 2 0.48• 0.54• 0.324• CAPACITY REQUIRED°C.ORR£SPONDINGTOAN
Embennelin tare• talo• 1,WP 1-74• 2' 1-vd• 1-11r 1-114' 1-11C t-v4• 1-v4' z I-YW fare' la4es ACTUAL PRESSURE REQUIREMENT FOR THE
2AmtM 475•MIn G.C./Slandarear0ftele gt 390 It's 390 Ma 450 Its OW Im 1644 j 270 Ws 29D 109 354 Its 740Itm 374 ibs 664 Ire 946 Its 341 ms 442 me 560 Its OPENING,WHEN IT IS LOWERTHAN THE MULLION
4 Arch0r9 LIS-MtL O.C.I SlanmN a 0164 CDP 09 480 0s 700 W9 NIA WA NIA MIA 380 R5 NIA WA NIA WAj1VA 662 D9 08511% 1120 n5 CAPACITY(FROM THE TABLE)OF THE SELECTED
T Hin.O.C.I 2,6AVe / 0 33 780 lbs 1801ts Goats 15M to 18061b9 5401as 560Its NIA 760100 748 os BB0 05s !SN gas na 1120 Its MULLION.IT WILL YIELD A MINIMUM ANCHOR
4Am 0.%'MIa O.0 I UCO,Into.lOR AIOm 4T NIAWA NIA WA NIA NIA WA NIA WA NIA WA NTA WA 12679s CAPACITY WHICH MAY BE USED TO QUALIFY
1 A4xrorlF-M g5 145its 186 R5 2251D5 445 UA 92205 1351bs 140 Its 177 fnv 370Its 16706 3321,6s 170 RIs 221 Its 280116 ADDITIONAL ANCHOR OPTIONS FROM THE
2Arxrors 1.1G•MIR O.CJFCtl 067 240IM 350 He NIA WA NIA NIA 190IDs WA WA NIA WA WA 341109 442110 660 DO ANCHOR CAPACITY TABLE. I PRODUCTREVIS13D
m Lvmplyina with the FlarirL
1.250' Building Code{�OA21$"o
FIGURE I: FIGURE2: Acpiro'x al Qm-el
TABLE NOTES: Oxplre on�O
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Njl pada praduet
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ,11 1 1 1 1 l I I
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 1YN11!
FIGURE3:
rA
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94• '��'• 0 NS(: •`i
ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4\
• • • • CLIP MUST
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. )•111.58705
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS-HOLLOW AND �
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL 't G (�94
TIT
FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE "'GIVE OF
• •
6063-T5 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND .674° '.xiOR10n.
•'•,!`L ;'`(•j`�
• • • .045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL '/1,ISi '-•--"•(,t
• ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 'I7l6LYKNN N;MILLER,R,
P.E.
#10 ANCHORS INTO WOOD MAY BE STEEL,18-B S.S.OR 410 S.S. 1.25•X 3.94"X.624' A. L
• MULLION FL P.E-#58705
TABLE12A
Mullion Capacity Table Ibelfl2 ®1,1d,
101
Opening Width(for vertically-spanning millions)or Opening Height(for horizontally-spam irg millions)
601n 601n 701n 80 In 901n too In 1201. MO In 160In �k�
Reclan tat Tr ngWer Tm Roclen ar 'R R.Nnguf Trep1rdeng. Reclenpder Trapflil g. Recl er TmP`tdang. Rectenow h gular Ife de Ret
pr wIdw4 Recto prnt0n5 BM q✓We^g- enW4 •P`Tno•9- Rocla. p/T ng ongWx hep✓01eng.2x41[.28 leering LOedng LoafingLoading LaadgLoa•ngLoadng Loading Leading Leadrg Loafing Loadl.9 Loft Loading Leadn9 Loafing Loading tearing
Alum.Tuba F B�
MullionIt
"' �d"' .. u�.. �"• Fs,. -
5e 3Y de 6 c9 O tR IS cY all-
� (SvvrJovv O^ N
B� 015 Is5 bE �� t• s� ¢ € � >;�
I I all- Ij 1� � � � Z �
421n 170.0 620 170.0 435 170.01 744 1170.0 478 170.01 886 170.0 506 170.0 992 170.0519 170.0 1116 170,0 621 170.0 1240 170.0 521 170,0 1488 17010 521 170.0 1735 170.0 521 110.0 1883 170.0 521 O
48 In 170.0 706 170.0 524 170.0 am 170.0 581 170.0 692 170.0 630 170.0 1133 178.0 681 170.0 1276 170.0 677 170.0 1417 170.0 880 170.0 1700 170.0 690 170.0 1903 170.0 560 170.0 2267 170.0 680 J W
60.6251. 1T0.0 747 170.0 583 570.0 896 170.0 631 170.0 1046 170.0 684 170.0 1185 170.0 723 170.0 1345 170.0 747 l7&0 1494 170.0 758 170.0 1793 170.0 756 170.0 2092 170.0 768 170.0 2391 170.0 756 2 N
54% 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170,0 754 170.0 1266 170.0 803 170.0 1434 170.0 837 170.0 1694 170.0 966 170.0 1913 170.0 881 170.0 2231 170.0 861 170.0 25M 170.0 851 UJ o -
So In 170.0 685 170.0 701 170.0 1083 170.0 787 170.0 1210 170,0 678 170.0 1417 170,0 944 170.0 ISBI 170.0 066 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2178 170.0 1083 IB0.8 2860 170.0 1083
671. 170.0 930 170.0 715 170.0 1118 570.0 550 170.0 1302 170,0 010 170.0 1468 170.0 1016 170.0 187J 170.0 1075 170.0 1859 170.0 1175 170.0 2231 170.0 1169 168.7 2553 170.0 1171 145.6 2553 170.0 1171 ~ J
J
661n 170.0 974 17&0 789 170.0 t169 170.0 80.1 170.0 1384 17&0 1002 170.0 1558 170.0 INS 1700 1753 170.0 1155 170.0 1946 170.0 1210 170.0 2338 170.0 1275 561.9 2437 170.0 1286 1329 2437 170.0 1255 m
721y 170.0 1063 170.0 878 170.0 1265 170.0 1008 170.0 1188 110.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.6 2161 170.0 1188 124.8 2186 170.0 1520 1092 2184 170.0 1530 U vW
761. 170.0 1122 170.0 937 170.0 1348 170.0 1080 170.0P161
170.0 1209 170.0 1781 170.0 1322 165.1 1960 170.0 1421 1{8.8, 1080 170.0 1505 123.0 1980 tef.6 1548 108.1 1980 154.0 1535 929 IWO 152.7 1531 ' a
781n 170.0 5161 170.0 967 170.0 1385 170,0 1118 170.0 170.0 1250 170,0 1842 170.0 1369 152.7 1861 170.0 1474 137.4 1581 183.1 1600 114.5 1661 147.3 1473 982 1661 139.6 1439 85.9 1881 137.8 1454 Q N
J �
901n 170.0 1328 170.0 1144 1{55 1303 158.0 1210 127.8t138.O 1199 111.8 1395 121.3 1170 89.4 1398 110.2 1162 89.5 1398 101.8 1147 74.6 1395 89.6 1122 03.0 1398 82.7 1105 65.9 1398 78.0 1098 Z J Q 10
981n 147.4 1229 151.5 1096 122.8 1228 127.6 1079 106.3 1061 92. 1229 05.9 1044 51.9 1758 89,6 1029 73.7 1228 62.4 1018 61.4 1229 72.2 993 52,7 1229 65.0 977 45.1 1228 62.1 967 a2 Z W101 In 103.6 971 105.8 677 56.3 671 60.0 982 74.0 849 84.7 971 88.4 837 67.5 071 61.8 525 61.6 97i 65.6 615 411 871 49.0 798 37.0 971 44.0 762 J2.4 671 40.8 771 fin No1111. 05.4 919 97,3 832 79.5 916 81.9 619 80.1 BOB 69. BIB 62.9 794 53.0 819 56.7 784 47.7 610 51.8 TTA 36.7 910 14.0 7511 34.1 019 40.2 742 29.e BIB 37.1 732 W d
X52 S2
12031 766 786 76.8 718 826 788 64.6 705 53.9 768 895 472 780 40.4 688 41.9 786 44.1 677 37.7 768 40.6 605 31.6 768 34.9 853 27.0 758 31.0 641 23.8 780 28.4 6]11441. 43.7 518 44.2601 36.4 646 37.0 198 312 518 491 27.3 6W 28.2 IBS 24.3 616 26.3 479 21.8 548 22.9 474 76.2 618 19.6 484 15.8 546 17.2 455 13.7 618 16.6 448 X
U Q�O
B 2 ANCHOR CAPACITY ADJUSTMENT FORMULA: N Z
Anchor Capacity Table(lbal ORCAP.,,,,,,,,,
Sulxirdte 2.7k Csrcrele ask Cmc. HOWN OAU FNedCMU PTWDed Metal (DP..)X( )=ANCHOR CAP...A.ta Type
Nie H16'FJro Unmcon 114.EroUnmcon Elco 114'SS Ek,Hifi'Elco 114-SS Elco •t0 Sted •12SIed 012 Sled MULLION CAP.,,,.,,,,
Anchor Clip PattemB a15'Elco Inman 111 Elco UllmcOn
usmcon AggeGalar unmcon AggleGalor Sem1.(G6)sere•(G5) screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge Ustarre(Inj 1' 2-517 t• 2-117 3.115' 1' 2-v2• t' 2-117 7 3.113' 7 OAA 0.54• 6.32r CAPACITY REQUIRED'CORRESPONDING TO AN
EmbednlnlM 1314' 13'4' 1314' 13'r 7 1-111' 1-1jr 1.114- 1-111 `1-1/4' 1-1(4' 7 I-w 13'r vases ACTUAL PRESSURE REQUIREMENT FOR THE
2A 11l 4.75'MIM O.C.I Slandad or0ftel 1&2Y 3BO Ins Soo lbs 1 45004 580106 1644 Ib9 2701bs 280 to 354 its 740 lbs 374 Its 6640a 946901 341%6 442%5 560 ms OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anthon 0 268•MIM O.C.7 Slao021111 or Olbet 31 740%- 740%01 630Ibs 14651bs 142401 NIA 560 me NIA 195105 N/A Swine WA 6821bs 865Ib5 1120 Me CAPACITY(FROM THE TABLE)OF THE SELECTED
6Amh- i3i'MI6 O.C./Slmonr1noMe1C BB30h 0501 7S8 Jos 1946106 N/A NIA 705 Rx NIA 799lbs NIA WA WA 1022 Me 1327 Ins 1680IDS MULLION.IT WILL YIELD A MINIMUM ANCHOR
4Amnon TM%.D.C./ 2t5A CII I 780 Ws 7 600IDs 15M Its 1966106 04OW3S 5W Ins NIA 760 lbs 746%5 680106 1692106 68209 8115 MS 1120 IDS CAPACITY WHICH MAY BE USED TO QUALIFY
6ArsMn A a,Mtn.O.C./M 215 ArgieC I Mg.4 11703x 1170Its 1020W4 2340106 2844 03 SObS BIO WB I WA 1140114 11220s 1320 01s 2838 Ds 10221Ds 1327104 1680Ite ADDITIONAL ANCHOR OPTIONS FROM THE
3Arcf9n 0 1.31'Mkt.O.C.11)Cap.Into.125' .Alum NIA WA WA WA NIA NIA WA WA WA WA WA WA NIA IUA 073 ANCHOR CAPACITY TABLE
6Anchms 0.84'Min.O.C.6 UC Iftloi ,MNIA WA NIA 111A PA WA WA NfA WA IIA WA WA WA WA 21 PNODUCT REVISED
2 ArKI0n 261 Mlrt O.CIFC 970 Os 3701[0 315 IM 7d31a] 7121&9 WA 280 We NIA 346tH NIA 44010¢ WA 311 Os 442%4 86006 y complying¢kith die Florida
3 Archoni 1.71'MIn.O.CI FEY (RB.10 /4306 5251001 379 Os 073 hb NIA NIA 353Its NIA 309114 NIA WA WA 51104 664 Wa 510109 DuildnpAc.ptonCoda
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP- Pxpira ion m Al
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Pxpimti n Date ?D4)
FIGURE I: FIGURE2: FIGURE 3: FIGURE4: 2.000' By
• • • • • • • TABLE NOTES: Mrm9 Dade Product
1111111111///
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR �1 ��{ 1'111i�
• • • • • GENERAL INSTALLATION METHODS. :t�•.•11C,tiNSp '•.F?
FIGURE 5: FIGURE 8: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. _
• • • • .25W9' 4.000' _ iJu. 0705 _
• • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT NS SCALE.FOR EXACT DIMENSIONS.23.FGURE EE SHEETS 21-23.HOLES TO BE DRILLED IN
THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE �, ,(l,•
• • LOCATIONS.
.<U
FIGURE 7: FIGURE O: FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT �;�•.,A(OR10 p:•','.�j`�`
• (FIGURES USED
(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE EEL STUD YELLOW SOUTHERN PINE WITH AN SG'THICK 0.55. •s; "• ••-'-rC�•
•
MUST BE
N PAIRS.ED GA GE)STRUCTURALS EEL TOB AT L4EASTUI1255''THICK ANDA 6TALL ANCHORS INTO M TDS TO 13E A IMUM GRADE 33 AL SHALL EX END AT LEAST 3 SCREW 2'X 4'X.25'MULLION
THREADS BEYOND THE MATERIAL,tF10&412 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. A.LYNN fvltitLER,P.E.
•
Id • • FL P.E.#58705
TABLE 13A
Mullion Capacity Tobls Ibsife a x
Opening Width(forvarlicalty-spanning mullions)or Opening Height(for horizontay-sparrirg mullions) R!
50 in 60 in 70 In 8091 201n 1001. 1201n 140 in 1601. gi a
R"Wildar TropRAmng. Rectarlgder TrepRdeng. Roclengaier Treprfdwg. Raclenculer Tint dang. Raclanpnla TmplTdari Rxlangder 7lepTdang Raclanguior Tropinlang. Rectangular Treprldorg. Rectangular Tmprrdwg. p� O
2X6 x,25
Loading
Laadog Loadng Loading Losing Loading Loading LN a Laeding Lawling Loading Loading Loading Loadng Lowing Loading Loading Loading c G
Alum.Tub• .
70141418" g "€ $ $� s9 s` �� � �� a LL
8 d 3 a U �@ a5 �9g a p s a$ o �e b^ N In
� x� •� s� � � @ s� & � � 2 �c
421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 606 170.0 6D8 170.0 992 170.0 519 170.0 1118 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 621 170.0 1983 170.0 621 W
J W
48In 170.0 708 t70.O 524 170.0 650 170.0 584 [177 992 170.0 630 170.0 1133 170.0 961 170.0 1275 170.0 877 170.0 1417 170.0 960 170.0 1700 170.0 080 170.0 108.1 170.0 080 170.0 2287 170.0 580 ? _
50.625In 170.0 747 170.0 663 170.0 698 IM.0 631 1048 170.0 684 170.0 1105 170.0 723 170,0 4345 170.0 747 170.0 1494 170.0 758 1740 1703 170.0 758 170.0 2092 170.0 756 170.0 2391 170.0 758 o N
54 h 170.0 797 170.0 812 170.0 958 170.0 691 1116 170.0 751 170.0 1275 170.1) 603 170.0 1434 170.0 837 170.0 1594 170.0 656 170.0 1813 170.0 861 170.0 2231 170.0 B81 170.0 2550 170.0 881 W Q R
lb
60 h 170.0 884 170.0 701 170.0 1053 570.0 797 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 170.0 1033 170.0 2125 170,0 1083 170.0 2470 170.0 1063 170.0 2833 170.0 1003 co J
631n 170.0 970 170.0 745 170.0 1116 170.0 950 13M 170.0 040 170.0 1486 170.0 1015 170.0 1873 170.0 1078 170.0 1959 170.0 1122 170.0 2231 170.0 1169 170.0 2803 170.0 1171 170.0 2075 170.0 1171
661n 170.0 974 170.0 789 170.0 t189 170.0 903 1384 170.0 1002 170.0 1558 770.0 tOBB 170.0 1763 170.0 1155 170.0 1848 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 1296 Z U m
J72 N 170.0 1063 170.0 870 170.0 1275 170.0 1096 1490 170.0 1126 170.0 1700 170.0 1220 170.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 25W 170.0 1488 170.0 2975 170.0 1528 170.0 3400 170.0 1530 W; I n W
70 h 170.0 1171 170.0 937 170.0 1348 170.0 1080 1570 170.0 1209 170.0 1794 170.0 1322 170.0 2019 t70A 1421 170.0 2243 170.0 ism 170.0 2892 170.0 1829 170.0 1140 170.0 1694 170.0 3589 170.0 1705 J IL& Z
S 75M 170.0 1161 170.0 067 170.0 1381 170.0 1118 . 1811 170,0 1250 170.0 1842 170.0 1369 170.0 2072 170.0 1474 170.0 2302 170.0 1564 170.0 2763 170.0 1700 170.0 3223 170.0 1777 170.0 3891 170.0 1790 Q
F j Q N o
901n 170.0 1320 170.0 1144 170.0 1594 170.0 13280.0 1858 170.0 1488 170.0 2125 170.0 1653 170.0 2391 170.0 1793 170.02668 170.0 1818 170.0 3188 170.0 2125 156.0 3413 170.0 2273 130.5 3413 170.0 2361 Z 961. 170.0 1417 170.0 12Y1 170.0 1700 170.014k0.0 1853 170.0 1822 170.0 2267 170.0 1T" 170.0 2550 170.0 1952 170.0 2833 170.0 2095 160.0 3109 170.0 2338 131.1 3199 188.8 2470 12D.0 3199 156.1 2428 �Ii aQ
170 In 170.0 1604 170.0 1409 170.0 1913 170.0 18470.0 2231 170.0 1870 170.0 2550 170.0 2076 164.6 2781 170.0 2271 148.3 2781 181.9 2333 123.6 2781 140.4 2281 105.9 2781 125.9 2754 02.7 2781 116.0 2190 CN111 In 170,0 1638 170.0 1451 170.0 1886 170,0 170070.0 2283 170.0 1832 170.0 2021 170.0 2149 151.8 2032 182.3 2245 136.6 2632 146.1 2216 113.8 2632 120A 2158 97.6 2912 USA 2126 85.4 2832 106.3 2096 X
1201. 170.0 1771 170.0 1588 170.0 2125 170.D 185954A 2252 159.91991 135.1 2252 141.4 1881 120.1 2252 1272 1938 100.1 2252 116.1 1915 90.1 2252 99.0 1672 77.2 2252 88.0 ism a7.6 2252 81.4 1808 X1441. 725.1 1584126.8 1445 104.3 1584 108.1 14259.4 1584 91.6 1407 78.2 1M4 60.7 1390 09.5 15M 723 1373 62.6 1584 65.7 1356 525 1564 58.0 1330 44.7 1564 492 1305 39.1 1581 44.4 1263 CL (V z�O N
CL
ARI F IRR ANCHOR CAPACITY ADJUSTMENT FORMULA: m0..
Anchor Ce act Table Ibe ANCHOR CAP. ." �
suoslmle: 2.7k Corerete 3.5k Cons. HOW.CMU Fled CMU PT WOW Metal (DP,)X( )=ANCHOR CAP.,,,
516'Eko 170'SS Eko 5116'Elco 174'SS EIeD #10 Sled 912 steel #12Sleel MULLION CAP.,,=,,,,,,
Anchor Clip Patterns Awhar rye' 3116"Elco Ullmann tr4'Eko UlDacon Ultrxan 1'16'Eko I9bacan 114'Eka Ulbacm AW.Gsl.r UlVacon AMG.t« Screw(05)Screw(GS) Swew(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Edge DI lance(In): 1• 2-12' 1" 2.12' 3-US' 1• 2-12 1• 2.112• 2• 3.118• r DAA 0.54' 0.3z4• CAPACITY REQUIRED"CORRESPONDING TO AN
Embedamt C.I. 1-114• 1-314" taw• taro' 2' 1.1f4' 1.114' 1-114' 1-114• 1.114' 1-114' 2- tare' tare' canes ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchors 4.76"Mm.O.C./Standard or O61N F.192. 390 lbs 390104 450193 890 Its 164444 2701b. 280lba 35419. 7404s 37416. 6641tw 948 lb. 341 los 442 The 560 lbs OPENING,WH EN IT IS LOWER THAN THE MULL ION
4 Anclnm 4.89'MN.O.C.I Standard 01011 C .3: 780 @s 70043 DOO los 1780 lbs 3232 gu 540 loss 5601b. 7081bs 148011,3 748 Its 1272198 1692 Ise 682193 885 Its 1120153 CAPACITY(FROM THE TABLE)OF THE SELECTED
8Anchore 1.71"Min,O.0 l Slandwdor 0lBel Ga F .4. 118011,6 140D Ins 1010 Ins 25951bs WA WA 940 lbs WA 1065 lbs WA WA WA 13637. 171043 2240 M. MULLION.IT WILL YIELD A MINIMUM ANCHOR
4A-h- r Min O.C.1 ZO lo Clips/ft.5: 7801bs 780 be 650 Its 1550163 1896 tog 54016s 560 I5a WA 76073 740 Its 9801bs 1892 lbs 0821b3 8851os 1120 lb. CAPACITY WHICH MAY BE USED TO QUALIFY
8 Anchwa 36 Min.O.C./ 2x5 Are%paps/Fig.Bk 15galbs 1560 IM 1360lb3 31201bs 3792lbs 1080143 1120 lbs WA 1520 lb. 1496 lbs 1760 lbs 3784 lbs 1393 Iba 1770 Ins 2240194 ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anclam f 5'Min O.C./ 9n5A f 70 16601bs 210010. 1440 Is. 3780109 WA WA 1320 Iss WA 1500ICa WA WA WA 2045 its 2867 43 3300193 ANCHOR CAPACITY TABLE. PROOUCr REVISED
4 AncOom 1.34•Min.
O.0 I UfJ Into.125'AMn.F.6: WA WA WA WA WA WA WA WA WA WA WA WA WA WA I'-It's m complying with dw Flart�
a Anchors 0,641 Win.O.C.I U-CR Inlo,125•Alum.F .9: WA WA OA WA WA WA WA WA WA WA WA WA WA NIA 2891103 N-2.600� Boildbq Coda �(p-02196 O
2Arohaa 4.88'7044.O.C1F (Fig.10' 390 lips 3901bs 45043 890108 11116103 270195 250 too 3541bs 7401113 374193 6301bt 948193 311193 442168 560194 - Acttplarltt hlD /f I
4A.alam 1.71'70..O.CJ F-Gi .11. 590108 700198 505 209 1209163 WA WA 470198 WA 63743 WA WA WA 88243 085iho 1120193 .250' P- irali. Date
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
TABLE NOTES: By
Miw. eTrOdiuct
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 6: FIGURE 9:FIGURE f 0: FIGURE 11: 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.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. : .���•''�rV`h'SC `�� /�
• • •• • 6.000' °e •. .,*
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. a. e (7 .' Ok-
ANGLE "O �T
• • • • • • • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ,',0':
(FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED %U,4,•'•. �-•.`
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 606375 AND BEA MINIMUM OF.125" •• c�rc,
MUST BE THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO ��';�`�/()��r•,1_�c`\
• • • • • • • • USEDIN
PAIRS. BE AT LFJ+ST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2"X e"X.25' A.LYNIV'MILL�R,P.E.
THREADS BEYOND THE MATERIAL.#10 B#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P.E.#58705
TABLE 14A
Mullion Capacity Table Ib5Vj u
Opening Width(for vertically-spanning millions)or Opening Height(Icr hodzontelly-sparrtrlg mLllons) c!
601n 60 in 701n 801n 901n 100 In 1201n 1401n Leon ruuy�lr��7tt p
Rectaroular T p/rdang. Racla,908r Tmpmdang. Rectangular T)eprTd.M. RedangNar TapRdang. Rectangular Rr prrdang. Raclangular Traprrdang. Rectangular Trap?dang. Rectangular maWTdang. Reclangufar TrapRdarg. pTq w
1.26"x2.11•• Loading Loading Loading Loading loading Loading loading Loading Loading !Hating loading Loaning Loeti'ng Loading Loading Loading LoedkV Loading 6� U
x.126"Alum �g_ _ sF _ a _ a gp € $ o LL
Tube Mull $ � g B � off" 6 � g d t1 it�" tS B $ 0� t9 d cV
19
� � om
421n 144.2 626 167.0 428 120.2 528 14&9 419 103.0 526 13&9 414 90.1 526 134.8 411 60.1 526 134.1 411 721 628 134.1 411 60.1 526 134.1 411 51.5 526 134.1 411 45.1 528 134.1 411 W
48 n WS 403 10&0 333 60.5 403 94.7 325 69.0 403 WA 320 8&4 403 81.4 317 63.7 403 79.1 316 48.3 403 78.6 314 40.3 403 78.8 314 34.6 403 78.6 314 30.2 400 78,8 314 � _
60.6251n 823 382 91.0 301 688 382 79.3 294 68.8 362 71.9 289 51.6 302 67.2 286 457 362 64.6 284 41.2 382 63.6 283 34.3 362 63.5 283 29.4 387 63.5 283 257 362 63.6 233
641n 67.6 318 74.1 267 586 316 64.2 261 4&5 318 57.7 250 424 318 635 253 37.7 318 60.8 250 339 318 49.5 249 2&3 318 49.1 246 24.2 318 4&1 248 21.2 318 49.1 248 W C3 o
m M
60 In 49.5 256 63.7 219 A1.2 258 45,7 214 35.3 256 40.T 210 30.9 258 37.2 207 27.6 256 34.9 204 24.7 260 33.4 203 20.6 258 32.2 201 17,7 268 32.2 Z01 16.6 256 322 201 t0 J
831n 42.7 234 456 200 35.6 234 39.1 195 30.5 234 34.7 192 26.7 234 31.6 189 23.7 234 29.4 180 21.4 231 28.0 isd 17.8 234 28.6 183 15.3 234 265 167 13.4 234 26.5 183 2 d
661n 31.2 213 39.4 1&7 31.0 213 337 179 26.6 213 29.0 176 23.2 213 27.0 173 20.6 213 25.1 170 1&8 213 237 169 15.5 213 772 187 13.3 213 220 168 11.6 213 71.0 168 Z
721n Z&8 179 3&1 155 23.9 179 2S6 152 2e4 179 226 149 17.9 178 20.3 iq7 1S9 179 1&7 145 J $7tt
76 In 24.3 181 25.4 140 20.3 161 21.6 137 17.4 161 19.0 135 15.2 161 17.0 133 J U mZ
781. 225 752 23.6 133 18.6 152 19.9 131 16.1 152 17.5 128 Q C4 r
Z .N- Q N O
E 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: Q Z
Anchor Crpxely Table(Ihe) ANCHOR CAP.,,,,,,,,, X eCD_
Suhslrala 2.71,Concrete 3.6x Cam. if~CMU Flned CMU PT WOOO Mete) (Op..)X( )=ANCHOR CAP.,,, Ln $ B
MULLION CAP.,,,,,.,,,, y
dl6•Exo 1/4'SS Exo 51VFIC0 114'SS EICO Willed #12SU N1281ee1 W 04
ARChOfCilp Petleme Arches Type: VI6-EkouIL=M 1re Elco Ua2con 3116•Elcoum con 114•Elco Ullracon
UOrdcm Apgecata Inion AggmGXor Sc"(GS) scna(a5) USE THISFORMUl14TOOBTAINTANC-ANCHOR Y Y
Ed9eas1=e 1• 2-10 1• 2-1rr 3.1/8• t• z-1rr r z-1rt 2' 3-116• 7 o4a 0.64• 8.324• CAPACITY REQUIRED'CORRESPONDING TO AN FL rp V) (q
Emheanmlln tare• taro- Iona• tate T 1-114• 1.1/4' 1-1/4• 1-114• 1-114' t-114• 7 tea• tare lanes ACTUAL PRESSURE REQUIREMENT FOR THE CJ N Q
4Antnors 31 Min.G.C./ 2lfiA Clips/ 1c 780109 7801os 6801m 1560@9 18961oa 540 ms b50lbs WA 7m ws 746 gin 8601x• tng210a 60216.1 685 ge 149DIos OPENING,WHEN IT IS LOWER THAN THE MULLION Q„•'
CAPACITY FROM THE TABLE)OF THE SELECTED (1 Z m
MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
AN CAPACITY TABLE.
TABLE NOTES:
I)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. F-1.266•
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I fmUCT REVISED
uss complying with the F16Tida
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. puna yrs cc dNc
o l(oQ2l1S•a3
FIGURE 1: P
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. e.vindion Dale libel
1♦ HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116• Br
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Mi Dade product'
ANGLE CLIP MUST BE USED IN PAIRS. 125. .11!I I I r r r
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ��� `(l I lid r jp
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED r \���0�.•• h�se,'• .;�(�,Q
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OFA
1 =��`,•'•�.1"
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.26"X 2.11'X.125'MULLION
LEAST,.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) 7'�: N').;18'!05 _
THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. _ r
nr_
r/p11A\.��..
A.LYf WMILLi� P.E.
FL P.E.#68705
n,
TABLE 15A ® p
Mullion Ce a9ltyTablo IbeAt°) �ceS
Oponing VVidth(for ver0calVsparritg millions)crOpening Haight(for hodwrtalty-sparring Irdliorls) Ice A
~coe5
501. se 1. 701. Bo In 901n 100 in 1201. 1401. 180 in g O
Re langalar %p'Tdana. Recten9ular TrepRdang. Reclano Tr4plidarq. Redenoder TrepfTdanp. Rectanpder Tnaplllleng. Redmga4r Trap/Tdeng. Rectanebter Trep/Tllenp. Reclanpular TtepRderg. Re41en9uler Tteplrpeng. .1
3,26•'30 Lee&g f.oadrr9 Leming Lmaana Loadne Loadrg ldaana LoaanB Loeatq Loldnp LomdnB Looang LOedn9 Inaan9 Leading I-oaan9 Lmarg laaa.9 cx u
DEO.AL y. _ 2� n _ �x• y� 2, x a a ,�•_ n t a z7 .F p a
BAYMULL d� �� 3 r9 ei d� 8� 3 a��" S S� �� b e� daS r �' �' e��' N D]
a 8E
W
421. 170.0 620 170.0 135 170.0 714 170.0 178 170.0 868 170.0 506 170.0 992 170.0 619 170.0 If/8 170.0 021 170.0 1210 170.0 521 170.0 1488 170,0 621 170.0 1736 170.0 621 119.1 1740 170.0 521 J.1 W
48 In 170.0 708 170.0 524 170.0 850 170.0 564 170.0 892 170.0 830 170.0 1133 170.0 661 110.0 1275 170.0 677 170.0 1417 170.0 680 152.2 1522 170.0 680 130.5 1522 170A 680 114.2 1522 170.4 680 a,a
5a-626 In 170.0 747 17ee 553 17ile 898 170.0 631 17ee 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 164.2 1443 170.0 750 136.9 1443 170.0 766 117.3 1447 170.0 766 102.0 1443 170.0 768 C'o Q
641. 170.0 787 170.0 812 170.0 856 170.0 891 770.0 1116 170.0 764 170.0 1276 170.0 803 180.1 1353 170.0 837 144.3 1353 Roo 858 120.3 13S1 170.0 861 103.1 1353 170.0 861 90.2 1353 170.0 881 m M ~
601. 170.0 685 170.0 701 170.0 1063 170,0 797 167.0 1210 170.0 878 146.1 1218 170.0 44 128.8 1218 169.8 936 118.8 1216 1521 821 87.4 INS 148.1 913 83.6 1216 146.1 913 73.1 1216 146.1 913 f'- () J
81 in 170.0 930 170.0 745 170.0 1116 170.0 850 16D.2 1150 168.6 933 131A 1150 t63.0 014 116.0 1150 141.0 698 105.1 1150 134.2 085 87.6 1150 126.7 871 75.1 1150 128.2 S70 65.7 1160 126.2 670 EL
W
68 in Vile 974 170.0 789 152.4 1048 165.6 081 130.6 1048 146.8 B64 1t4.3 1046 133.1 850 1016 130 123.4 819 91.4 INS 118.6 630 76.2 1048 109.4 821 55.3 1048 108.2 616 57.1 1048 108.2 818 z N g
{
S721n 110.8 880 147.9 781 IIIA, 880 128.0 746 100.8 880 110.6 734 88.0 680 100.0 722 78.2 880 92.0 712 70.4 880 88.2 703 58.7 BBD 783 897 50.3 880 78.6 886 41.0 680 78.4 BBB o mZ
_ 761. 119.7 790 99.8 790 106.4 676 85.5 7D0 93.3 03 74.8 790 83.9 652 66.5 790 76.9 643 59.9 790 7t.7 635 49.9 790 65.1 624 42.8 790 all 619 37A 790 61.5 617
76 In 110.6 750 923 760 98.1 611 79.1 760 85.9 632 693 760 77.1 821 61.5 750 70.0 612 55.4 750 65.7 805 48.2 760 69.4 594 39.6 750 66.2 588 34.6 750 65.6 588 ~ ¢ Q N o
Z
901. 721 567 60.1 563 62.8 491 51.6 W3 64.8 483 45.1 563 469 475 40.1 663 44.4 468 36.1 581 40.8 462 30.0 667 38.2 452 25.8 563 33.3 445 225 563 31.8 442 I¢-' W Z 03
p
BB In 69.1 495 49.6 495 51.5 435 42.4 495 44.6 427 37.1 495 39.9 421 33.0 495 38.1 415 29.7 495 332 409 24.5 495 29.1 400 21.2 495 20.6 394 18.8 495 25.0 390 14 LU'R ill C)9.-
JG P O
login 41.7 391 42.6135334.8 391 35.0 348 29A 391 31.1 342 26.1 391 27.6 337 23.2 391 24.9 133 20.9 391 22.8 32B 17A 301 19.7 321 14.0 191 17.11 315 UJ C
Y Y
111In- 38.4 370 12.0 370 33.0 330 27.6 370 28.8 325 24.0 370 25.3 120 21.4 370 22.6 316 19.2 370 289 312 10.0 370 58.1 309 0 (!) (!)
120 N 30A 317 25.3 317 26.0 281 21.7 317 22.6 260 18.0 317 111.9 278 18.9 317 17.9 273 U M Q Q Q
1441. 17A 220 4 Z Tn
BLE ANCHOR CAPACITY ADJUSTMENT FORMULA: �0
7
Ancher Capacity Tabfe Ibe ANCHOR CAP.,„,,,.,°
Buhstrele: 2.7k Concrete 3.5k Cone. Hallow CMU Fded CMU PT Woad McUI (DP_)X{ )=ANCHOR CAP...
5118'Eko 114•BS Eko 5118•Elco 111•S9 Eko 910 steel 912 Sled 012 Steel MULLION CAP.,,,•,,.,
Anchor Clip Patterns AmbuType: 311E Elea Ulvacon 114•Eko U6recm wha• I..Uv.. 114•El,.ullracan
Ulvacm A99re0elor urcmcon A99rc0alor Screw(05)sorew(G5) Screw(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edon 05 tame 1hly 1• 2-tn• 7 2-1rz• 3.1/a' V 2•We I- 2AW 2• 3x/9• r 0.48• 0.64• 0.321• CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment(1.k 1-74• 1-3/P L7/P 1-YP 7 t-1104• t-114• 1-t1.- t-114• 1-v4• 1-IIP Y 1318• t-YB• lanae ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchaa445•Min,O.C.1(2)2x5 Angle Clip I(Fq.17 390164 790164 450184 690104 STOO I. 2709u 280108 351 I. 740164 7704164 7201bm 946104 341914 442lb. 58(1105 OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Amhore@ 3.5'Min.O.C.l 12x5 An Cups I(Fig.2k 79D Ras 780 lbs 79D Ih5 1570[ba 25251te 590 tem 580184 WA 1120ItM 748164 Bao@v 1e921bs 682 the 885184 1120164 CAPACITY(FROM THE TABLE)OF THE SELECTED
BAnetnre 271.girt O.C./22x5 to /F .3 1120lbs 1120lbs 958 The 7246163 2254@4 WA B401bs IBA 1059 fle WA 1320 ms IVA 1022 be 1327 Ws 1680164 MULLION.IT WILL YIELDA MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
FIGURE 1: ANCHOR CAPACITY TABLE. f•RC4)IJLT REVISED
os c.mplyine with Ota FI0thio
TABLE NOTES: Rufldin6 Code
Acceptance No(�dLl8.0�
• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. piraU0n Data 2OZ�
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By 7
Mi Dade Product
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING'WIDTHS IS ALLOWABLE. 125°
. 1 t t I i 1 J 7
�`� 4Y JN�• �i
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.
a HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. °__ ti .•' C;E!•!.^>p
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250• oo.!S8'105
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED /�/ ( •
�, YELLOW SOUTHERN PINE WITH AN SG OF D.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125 V1• yl�J� !II_-
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 30°BAY I S b OF 111
LEAST.125°THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION
THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. �'��f`;•''•FI.OR��P• �Q)
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. /r'rr"r(�I•)f-` 1�°
A.LJr1N MIL'Lt'R,P.E.
FL P.E.#58705
ABLE 16Aokn' r
Mullion CapAoky Table behY �+� x
Oponing dth(for varticallIF-spandiV millions)or Opening Height(for hod tpsparining Indians) I!tk�� S<
501n 60 In 701n 801n 90 In t001n 120 in 1401n too In 1244 O
Rectangular TraprTdag• Reclen9d Tmprrdang. Rectangular TreplTdug, ReCUDinior 4aplTdang. RectengJer TfWTdang. Reclergd.r Traprldang. ReclertMor Tr41WTdang. Raclang*r Trep'Tdang. Rectangular T[o�derg• o
3.26"46 Leadug LeednB Loading Loednp Loading Loading Lon
Loading Loading Leading Lading Lowing Lading Lowing Lowing Lading LoedDlg Loedrg V
DEO.AL a r t 2c .. r '� •F �' �' --, u a
BAYMULL &" A" $ "' "' �
e
26
421n 170.0 620 170.0 435 470.0 744 170.0 478 170.0 806 1700 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1210 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 180.3 1671 170.0 521 J W
4a 1n 170.0 708 170.0 524 170.0 850 170.0 561 170.0 082 170.0 WO 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 680 163.7 1637 170.0 660 140.3 1537 170.0 680 122.8 1637 170.0 860 _
50,8251n 170.0 747 170.0 583 170.0 BMW 170,0 631 170.0 1045 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 147.1 1552 170.0 759 126.1 1552 170.0 756 110.4 1652 MAI 756 W Q o 0
541n 170.0 707 170.0 812 170.0 BSB 170.0 891 170.0 1118 170.0 75{ 170,0 1275 170.0 803 170.0 1134 170.0 837 155.2 1155 170.0 858 129.3 1458 170.0 681 110.8 1455 170.0 801 87.0 1155 170.0 681 OF
M
00 In 170.0 SM 170.0 701 170.0 1083 170.0 787 170.0 1240 1700 875 157.1 1309 170.0 044 139.7 1309 170.0 998 125.7 1309 163.5 894 MA 1300 IRA 962 89.8 1309 157.1 982 78.8 1309 157.1 982 ~ � � J
831n 170,0 030 170.0 745 170.0 1118 170.0 650 162.9 1247 170,0 940 142.5 1217 164.5 983 126.7 1241 152.0 985 114.0 1247 144.3 952 95.0 1247 138.2 036 81.4 1247 135.7 935 71.3 1247 135.7 035 OL
7 U)d m
{,
58 In 170,0 074 170.0 789 170,0 1189 170.0 903 148.4 1100 1837 965 129.0 1180 147.9 915 1134 1180 138.5 928 103.9 1190 1284 914 88.6 1180 110.5 808 74.2 1100 116.1 003 64.9 1100 1131 693 J �
J721n 181.6 1010 169.6 877 131.7 1010 1u.6 659 115.4 1010 127.2 642 101,0 1010 111.7 628 68.8 1010 105.8 017 60.8 1010 939 807 67.3 1010 90,6 795 57.7 1010 67.6 780 50.5 1010 87.7 780 & �Z
781n 137.4 906 143.8 792 114.5 906 122.0 775 911A BOB 107.1 781 85.9 005 98.2 749 76.3 906 58.2 736 88.7 908 82.3 729 57.3 908 74.7 718 49.1 906 71.2 710 42.0 008 70.6 706
r
f 751n 127.1 881 132.5 754 105.9 881 112.5 736 00.6 601 98.6 725 70.4 Sal 85.5 713 70,8 861 81.0 703 615 661 75.4) 694 53.0 881 60.1 681 45.4 681 64.5 675 39,7 861 83.7 672 Z
90 41 02.7 648 85.4 574 68.9 648 72.1 584 59.1 516 62.9 554 51.7 648 56.1 545 46.0 646 50,9 537 41.4 618 47.0 530 34.5 849 41.5 519 29.8 646 30.2 511 25.8 618 38.5 $07 Q m Z
F W a 90
011, 88.2 586 70.1 506 66.0 SU 50.1 499 49.7 560 61.1 101 42.6 688 45.8 483 37.9 586 41.4 476 31.1 586 38.1 470 28.4 686 31.4 459 24,3 560 30.5 452 21.3 566 28.7 447 (A $
1081n 47,9 449 45.9 405 3D.0 449 44.2 309 34.2 410 35,7 393 20.9 449 31.7 387 26.6 140 28.11 382 23.8 uB 231 377 20,0 418 22.'1 388 17.1 449 20.4 361 ISA 449 10.9 356LU 0
1111n 44.1 425 45.0 385 38.6 125 37.8 379 31.5 425 326 373 Z7,0 125 29,1 307 21.5 425 28.2 382 21.1 125 21.0 358 16.4 125 20.7 350 16.6 425 16.8 3{3 WO y
l-
1201n 34.9 361 35.5 331 28.1 381 29.6 328 1A.9 381 25.6 321 21.6 184 22.8 317 19.4 304 205 313 17.5 384 16.7 309 :��:RQ V Q Q 0
1.In 20.2 253 20.4 233 16.8 253 17.1 230 .g`p z m 0 Q
TABLE 168 NCHOR CAPACITY ADJUSTMENT FORMULA: o
Anchor Cavacltv Table lbs) ANCHOR CAP.,,,,,,,,,,.
Sualmle: 27k Concrete 3.5k Co.. Hollow CAN Filled()MU PTWeod Metal (DR-)X( )=ANCHOR CAP.,,"
5116•Eko 114'S3 Eke 5116'Elco 1N-SS Eko 910 Steel N12 S1a1 Meted
MULLION CAP.,,„,,,,,,
Anchor Clip Patterns AncarTyp°. 3118'Eko UlUecen 114'Eko UlOeca 119'Eko Ul6aon 114'Eko Ul9acan
Uluaca AppmGetor Ultrecon AggreGalor screw(GS)screw(05) screw(BS) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Edge Distance(In): t' 2-1Q• 1' 2-17 3.116• 1' 2-1Q• 1' 2-1R' r 3418' 2• 0.46' 0.54• 0.321• CAPACITY REQUIRED"CORRESPONDING TO AN
Embedinenl MF 1-314- 1 W4' 1-314' 1-314' T 1-1R' 1.1/4' 1-11. 1-114' 1-114' 1414' 2- td/6' t3�6' varles ACTUAL PRESSURE REQUIREMENT FOR THE
2Aaare 5'MIn O.C.r 2x5 / .1 390 @s 3 IDs 450 ms 6901. 17001Da 2702e 280 ms 354 m9 740 Ns 3741. 7201a B461a 3410n 442 tar 5801. OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Arclwia 3.5'I4in.O.C.l r2)2x5 A kap:/(Fig.2): 7601M 7B01a 790•. 157gms 252508 510 ms SBOIa WA 11201. 7961a 6B0lbs 1692la 60291e 665 IN 112.1. CAPACITY(FROM THE TABLE)OF THE SELECTED
e
AMM tAn.O.G122x5 An CIP,!ft.3' 11201. 1.11201. 1 9581a 1 2241 2254.4 t6A elola IIIA ID591a wA 13zo 9p WA t022Hos 13271. low MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE. PRODUCT REVISED
ns C-Plying with the w Flun
FIGURE 1:
TABLE NOTES: Dull lCode
ng«plan�eNg 1b•o218.03
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Ex inalion Daze ?D2I
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. B
Miam' lmdllcl
FIGURE 2: 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 SHEETS 21-23. ����`( GYh!1')1,.1,
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125' 45' ` �0::••"r•-•'••.;�%�
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' I.Ip,:1i+(0•'.'
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90.WOOD SHALL BE PRESSURE-TREATED -
• • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" LY:
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AN0.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT .,Ty•';�� f� $ �L f.r�;T
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 45•BAY OF :•,(�I:.
MULLION �An-•. ;;TP•1
• THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. /,��'•. >''l,0!L1O!':•;;,\C%�
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. ���15'S/()(` " �'•�``
A.LYN� R"("E
FL P.E.#58705
-{ 1.000" 1.600• r- 1.062'-1
.746" - a
.063'- .385" ¢ rt x
.062' I -.125' --1 1-.125'
062' I ci o
438" pp
4.000' •125"STANDARDCLIP
4.000" 4.000' 2.000' 2.125' U-CLIP 2.000'
2.625' 8063-T6 ALUM. 2X5 ANGLE CLIP �
-- ,125• %-SECTION 6083-T6 ALUM.
I I 8983-T6 ALUM. X-SECTION ,125• N
.125' X-SECTION .,5 CO
.125' .125' t�m W
.031'1 y °C
i 125' O W
125 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
,155'1 DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE
.375' 375" ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR CD 0.�' lA
1'X 4'X.125' 1'X 4^X.375" 1'X 4'X.375' 5�6° HOLE DIAMETER:ANCHOR DIAMETER+1116'. m Z m O
MULLION MULLION "T"-MULLION 5.000" _ 375' O N
8063.76 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 3 125•- CUTHERETO 375" J
X-SECTION XSECTION XSEC710N .375' -�I_CREATE F-CLIP,SEE -� MIN.
MIN. DETAIL F.SHEET
1.250' .375' Z W£ m
--------I _ r-------- ------------1 375' Ir �
CENTER OF
1.250' -1,250• I 1 I I I I ANCHOR HOLE I j MIN. J aL bZ
I I I I MUST LIE WITHIN I 1
I I I THE DASHED I I ¢ J
I I i j F BOUNDARY.SEE j j Z Q Z N o
2.875'�- -'- ---- SHEETS 6-20 FOR F _i _`____,_1_ y
I I 1 THE ANCHOR O.C. I I F a-4 14 22�
3.94' i i I i i F I MAXIMUM j i (n y 8�
3.250" 3.250" I I IL
I 1 ANCHOR ODLAMLE I
.160" .166' - -IDD^ L ______J _-_____J ANCHOR
I DIAMETER+1116'. Q z 0 0
17.100" T `- 2X5 ANGLE CLIPLQ ,Q
624" 624' rY STANDARD CLIP U-CLIP 6063-T6 ALUM. w>02
---i.820'F--� 6063-T8 ALUM. 8063-TB ALUM. TOPVIEW
-rl .82D" h- -.4 .820" h- Z.CE'1'1T,'-.-T.E
OF ANCHOR HOLE MUST LIE TOPVIEWTOPVIEW
DASHED BOUNDARY.SEE
1.26'X 3.25'X.100' 1.25'X 3.25"X.824' 1.25"X 3.94'X.624' SHEETS 5-20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT.
MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dlmandon Value(In)For Mullion: Dlmenslon Value(In) For Mullion:
6005-T5 ALUM. 6005•T5 ALUM. 0005-T5 ALUM DIAMETER:ANCHOR DIAMETER+1116'.
F 3.68 1 X4'X F 1.838 1.25'X3.25'
X-SECTION X-SECTION X-SECTION
G 1.000 .125' G 0.600 X.824'
H 2680 Aluminum H 1.438 Aluminum
--------����3.469' 5.500' i 3,000 Tube Mullion 1 3.250 Tube Mullion
2.661" QB77�
.375° .375"1.377'` .125" MIN. F 3.107 1'X4X F 2.625 1.25'X3.94'X
G Q757 .375` G 1.125 X.824'r-- - r-------, H 2.430 Alu inum H 1.500 Aluminum �nf)IJCI'RHVISL•D
I { 3.000 Tuhe 8'T' I 3.250 TUhe Mullion :n complying wilt the Flrida
I I F 2250 1.25'X3,25• F 2.813 30'Ba Mull buildingCode
.125' I i i I G 0.750 X.100' F 2.876 45'Be Mull Aomplv,wNu.125' 2.250` i i I i i I H 1.500 AlIrllinum F,pieuui Date /lOZ)
I 3.250 Tibe Mullion py
Mi Dade Product
3.250"45-BAY Mi i I TABLE D
30'BAY MULLION 6063-T6 - I - Mull Dimension POT Partp ��� LYNN �7J7777
6083-TB ALUM. I X-SECI (sheet#) Mullion Std.Clip OHetCllp U-0Iip Angle Clip �� p�X-SECTION -
�•,.•�CENSG
G OFFSET CLIP 1'X4•X.125'(10) 88384 688111M 6681122M 886241M 866518M >C
T I r I ` .125' 6083-T8 ALUM. 1'X4'X.375'(11) 66610 608112M 6661123M 666242M W6519M
.228"J -.-,981'-i .226'1 1�-,981'.4 TOPVIEW 1'X4'X.375"7'(11) 88853 666112M 6681123M 666242M W519M i•IU. Ate. _-
NOTES: .740' 1.25'X3.25'X.100'(13) 20160 6661127M 6661124M OM2410M 6MI15M = :�• �j+r 1 _-
1.25'X3.25'X.624'(14) 20161 6661128M W01125M 6682411M 6665116M O'. D 1l k U•/
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. (��I,YE(JS
1,25'X3.94'X.824•(15} 20162 6681117M 8681126M 868241M 666517M •A••• S, Oil
30 Degree(1B) 68849 WA WA WA 86851foM .,•LUR1,.
2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. % /: -•
45 Degree(20) 66650 NIA j WA WA 6865111M ((N l `•
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.Lrl'N, tt 4FR'�.E.
FL P.E. 58705
TABLE E $n
MullDlmenslon PGT Part# � rtNA F
(sheetlt) Mullion Std.Clip U-Clip Angle Clip 11+.125 --��--.125' --I 1--.125" 0x� a
2"X4'X.25"(18) 86802 668281M 686271M 6865112M I UT
10
2"X 6'X.25"(17) 66604 666262M 668272M 6665113M STANDARD CLIP U-CLIP 2X5 ANGLE CLIP �fi063-T6 ALUM. 60B3-T6ALUM. 6083-T6ALUK - IL'2.000' 2.125' X-SECTION LaX-SECTION XSECTION 2.000'NOTES: N.125' .125° .125' S m1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING yDIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L IZ NW
2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE , I O W
HOLE LOCATIONS. �-1.490•--I J W
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. x
5.500" -D p' !A
CUT HERETO
3.500• CREATE F•CLIP, 5.000" 375- m In C3
2.000" .375" _SEE DETAIL F, .375' r. .375' �- --r-MIN. ZO 0
MIN. SHEET4 MIN. F- J
N
r-------- ---i-- --------i- f - -- - ---------------------i Z Ul RmR
� u
a d 8 lZ
4.909• r
I
.259'-• 2"X @ -t 3.439" rE T-�--- -------, F-
3.438-
i II 3.438' i i Q Z Z � r
MULLION I I 1- X
6063-TB ALUM. , I I i .375° N ZN �O
X-SECTION I I
L_ -__J -- L---------------------J- MIN. LU IJ y Y
L- STANDARD CLIP 2X5 ANGLE CLIP U Q O Q
CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. U-CLIP,6063.76 ALUM. CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. d Z O sA
2�, SED FOR 2'X r MULLION SHEET 16
WITHIN THE DASHED BOUNDARY.SEE TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW
SHEETS 5-20 FOR THE ANCHOR O.C. TOPVIEW SHEETS 5.20 FOR THE ANCHOR O.C.
DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE
DIAMETER:ANCHOR DIAMETER 1116'. -WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1116'.
SHEETS 5-20 FOR THE ANCHOR O.C.
-5.500" DISTANCE.MAXIMUM ANCHOR HOLE
CUT HERETO DIAMETER:ANCHOR DIAMETER+1116'. 5.000"
r---2.000'--j 375" 3.500• -I CREATE F•CUP. ,375' _
I SEE DETAIL F, .375'
MIN.' r-SHEET4 MIN. rC MIN.
375°
I I I I
I I I I I I
1 I I „
,nGOUCT REVI60D
ox complying wi lh the Ftcrido
I I j I Building Cod.
Acrepl-ceNolb"o�l$.03
I
E pimlion_Date Q07
I I I I BY
.250, 6.900• -;--- �-- --; 4,688° �- r - 5.439„ r.- +------- i mi Dadarrad6a
tlllllllr,
I 5.438' I 5.438 i �� 1� 4lz �i
�1�,.•'��GEDISE '•.F�
2•X8'X.25' I 1 I I I X•;
MULLION
8063-T6ALUM. IJo,58705 _
X-SECTION I I I
i
MIN. _.
y D�+,O n-
STANDARD CLIP U-CUP 2X5
606 TANGLE
CLI
.250` ��F�`S I, ••��,��
6063.76 ALUM. 6063-T6ALUM. P1O'iJF�4_
TOP VIEW USED FOR 2"X 6"MULLION,SHEET 17 TOPVIEW
TOPVIEW A.LYNN Y�AILLER,P.E.
FL P.E.#58705
EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-114•.THE OPENING REQUIRES A DESIGN PRESSURE OF-60.01-60.0 PSF.
n �
NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'+32+1'=65'.REFERENCING SHEET 25,THE COLUMN USING
---_— 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 b �+
—"tj DESIGN PRESSURE OF+60.01.60,0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. Q
EE
SEEFROM TABLE 3A,SHEET 7,THE 1-X 2.75"X.375'MULLION(LENGTH=72',OPENING WIDTH=70')MEETS THE DEPTH REQUIRED•HOWEVER THE DESIGN PRESSURE IS+1.58.3 PSF AND WOULD 1! dRATION DETAILS, 4k n:
SHEETNOT BE SUITABLE FOR THIS APPLICATION. gOVAL 2-3
FROM TABLE 4A,SHEET 8,THE 1'X 2.75'X.650-MULLION(LENGTH=72',OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+1•72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
uj
72• OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. 04
MULLION
LENGTH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CUP WITH(4)#12 ANCHORS AND THE 2X5 $ m F
ANGLE CLIPS WITH(4)012 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z �N z F~LLU)
DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL O W
SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE —J _
23 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
D_A co
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, UJ C o
NO ANOHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: cr
{^MULL wlom 636 LBS
(60 PSF)X( )=524.9 LBS (MAY BE USED TO QUALIFY 0 10 STEEL SCREWS FROM TABLE 4B) `r
OPENING WIDTH 72.7 PSF 7) d V
_ Z �
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-318'.THE OPENING REQUIRES A
Z
DESIGN PRESSURE OF 450.01--55.0 PSF. Q ` V
FOR THE VERTICAL MULLION: z ¢
Z
o N 'o
Z
1)INITIALLY ASSUMING THAT A t'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+7T+1'=105"AND THE OPENING WIDTH IS 36"+36'+1'=73".REFERENCING SHEET 25, d
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318'AND WILL fq s o
EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01.55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEM LARGER SIZE AVAILABLE.
IM
LU Q YY
MULL WIDTH 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+1-15.1 PSF Q'
�I TA
AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. N
FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250'MULLION(LENGTH=108",OPENING WIDTH=BO-)HAS A DESIGN PRESSURE OF-1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS Q LU Z my U)
SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. @ O m;,0
`SEE DETAILS.
32' FENESTRATION 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 PREVIWSLY 8
PRODUCT'S 2'3—\ ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPUCABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN
APPROVAL', THE 73"DIMENSION(35-112"+35-1I2'+2"=73").
2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED
VERTTICALI I CONCRETE HEADER AND SILL ARE B'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 CUP WITH(6)3f16-ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-11T GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND
LENGTH SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
8, DTAILS, DETAIL E,
OPENING SHEETS 23 SHEET 3 FOR THE HORIZONTAL MULLIONS:
HEIGHT
FOR BECAUSE THE VERTICAL MULL WILL BE A 2"X 4"X.250'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTALAND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER
HORIZ72, �/ �/ MULLION TYPE COULD BE CHOSEN. PR(H)UCT'REVISED
MULLION
1 THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32'+72'+2'=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE ns consplyin=wills ILo Florid.9
USED.FROM TABLE 12A,SHEET 16,THE T X 4-X.260'MULLION(@ LENGTH=42",OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE Acm Itwm h;o 16.021$-0.3
REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. •pimsiM!Yate QOZ
SEE
DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8" By
SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CUPS WITH Mi Dade hoduct
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 \I I I I 1
ANCHOR CAPACITY OF 521 LBS. I.YNIJ
3"
,H2". II II 3S',HORI2. � � CENS� •`` i
----I h— 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FORTHE U-CLIP SHOWS THE ANCHOR - �i,•' �\ E .'P
MULL LENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE C
OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. 14u.!i3'!OS
FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS:
+1-64.7 PSF FROM THE VERTICAL MULLION; •t7•. aa 111 T
+1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; 10 -
+/-170.0 PSF PROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). ()�•. �_ �.
THE LOWEST DESIGN PRESSURE IS+1-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. �<•i••,!Lor<IO�:'••-•�l:y
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION /i; /ON1%1 leo
PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYAN MILLI P.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTSTO MULLION. FL P.E.#58705
EXAMPLES OF RECTANGULAR LOADING: - EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING:
®�HN
I MR
IPW gsg a
PW L _ - -- PW — - ,4x w
rA
N
SHIDH SHIDH "- SHIDH SHfOH i pW PW Z N 8
^u s ° W
U)
/ / oo / LL!
o° O
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / / / / m M ~
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS / `,t / /HINGED - ~ J
I _ z
SGD _ LOADING OF VERTICAL MULLION 2
lli
I
PW I LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLIONQ d° Iz
PW Z
Q Z
_ - -
'WP W - O� A0
I PW W Z
Df a uYi vYi
SHIDH _ SHIDH' - - - _ -. - I - _ - (� O Q
SHIDH SHIDH I -- Q-.J Z N O
SHIDH
Q L? I F �O�d
I / /
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION
I PW PW
I -
I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
I MULLION
I
P HINGED I NOTES:
DOOR PW PW I S'.tObucr It6VISED
as complying with dm Florida
I 1)DRAWINGS ARE Railding Code
RERESENTATIONS OF TYPICAL Acaplmc.No p
PW CONFIGURATIONS. r Imti Dme 20
I PW CONFIGURATIONS NOT SHOWNI
D
MAY 8E EXTRAPOLATED FROM pjlmn a Promet
THOSE SHOWN.
1
j 2)IF THE LOADING TYPE CANNOT
I BE DETERMINED,USEPW
;�•\n�;� •""• •r�CC/, ��i
I � RECTANGULAR LOADING. . -�'.••J C S
_ PW i
PW 3)SEE PRODUCTS'APPROVAL FOR `' No.5870r> _
- -- -- l ACTUAL ANCHOR LOCATIONS.
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION •,•�• `b
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I - '�',((
5GD - ~•1' fcTAT I:OF
� it �} �•
LOADING OF VERTICAL LOADING OF HORIZONTAL a
MULLION MULLION FL �
P.E.#58705