HomeMy WebLinkAboutProduct Approval (3) ST.LU I COUN Y BUMDING DIVJSION
REVIEWED FOR COM? CE
• REVIEIVXD gY
DATE
PLANS ANN PERNM MUST BE iNIF _0N X0B ONX0B
MIAMI-DADE OR NO Ui SPECTION WILL,BE MADE. MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) svww.miarnidade.eov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miai ii-Dade County Product Control
Section (In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone:
DESCRIPTION:-Serres PGT"-�C ph ped=Extruded Alu im num Tovemull—fon—i,--,rmal.
APPROVAL DOCUMENT: Drawing No.6300,IR d "Impact--Resistant Aluminum Tube Mullions",
sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B
dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product
Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade
County Product Control Section.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement. "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request ofthe Building Official.
This NOA revises and renews NOA#14-1105.01 and consists of this page 1 and evidence pages E-1 and
E-2,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.16-0218.03
MIAMIDADE COUNTY Expiration Date: May 26,2021
41111 1 Approval Date:April 14 2016
Page 1
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No.10-0819.05)
2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, wi,h revision B dated 10/10/144, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test, ier FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed
and sealed by Marlin D. Brinson,P.E.
(Submitted under NOA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010
and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed
and sealed by Anthony Lynn Miller,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and.Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
Manue a ez,P.E.
Product Cont of aminer
NOA N . 6-0218.03
Expiration Date: May 26,2021
Approval Date:April 14 2016
E-1
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 N�- 14-1105.01, issued to PGI' Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
02/12/15 and expiring on 05/26/16.
Manuel ,P.E.
Product Contr I E miner
NOA No. -0218.03
Expiration Date: May 26,2021
Approval Date: April 14 2016
E-2
`O
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES:
NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FOR THE a �
MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES...........................1
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS.........................._.1 o
ELEVATIONS..................................1
FIGURE 1: MULL TO 2X WOO'D............. 2 `
2 THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS
MULTIPLE OPENING WIDTH FOR VERTICAL MULL--- -{ ARCHES TO BE ) MULL TO IX
..............2 ox U
MULLIONS �` -� I INSCM13ED INSIDE HAVE BEEN TESTED AS"FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES...................2
SEE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CUP. MULL TO MASONRY...................3
1 SH ETS 2.3 SHAPE MULL TO STEEL STUD_.................3 N
3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL__—....................3 � m
DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS................._.........3 V7y`'
III ............4 Z U)
IN THIS ANCHOR EVALUATION.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS, ALTERNATATE CLIPS...._......
�I�I�IJJJIII BAY MULL INSTALLATION.........._..4
1 X 2 X.1 25 MULL SPECS_...-..-....5 -1
I+ 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESESPECS
\\` 1 X Z 75 X.MULL SPEC.._........8
INSTRUCTIONS. 1 X 2.76 X.375 MULL SPECS...._....?
/ \ 1 X 2.75 X.65 MULL SPECS............6 S` Z �° N
SEE DETAILS / I I / III /III 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.t25 X.500 MULL sPECS........B m O o F-
A7HRUG; Y III YI SEE DETAILS I X 4 X.125 MULL SPECS._............'
__.l 1 ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLC..,rl I S,CONSIDER F
SHEETS11 1-- 1 _ _ 1%4%.375 TUBE MULL SPECS....11 ,c
A THRu G; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE ANL ANCHORAGE TABLES.THE LOWEST DESIGN )"' -�
SHEETS 2.3 1 X 4%.375'"MULL SPECS........11 � J
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. W
OPENING 1.25 X 3.188 X.205 MULL SPECS._
III HEIGHT 1.25 X 3.25 X.100 MULL SPPECS..._13 Z )j�4 m
VERT
MULL FOR
8)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.824 MULL SPECS.._.14
LENGTH HORIZONTAL 1.25 X3.94 X.824 MULL SPECS.....15
MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X.25 MULL SPECS..........-....16
SEE DETAIL E, 2 X 6 X.2S MULL SPECS......_........17
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT ¢ to
SHEET 3 1.26 X 2.11 X.125 M MULL SPECS....19
AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT z {- ¢ N o
30'%3.25 BAY MULL SPECS.........19
REACTIONS. 45'X 3.26 BAY MULL SPECS.........20 Q Z
MULLION&CLIP DIMENSIONS 21-23 1- Z y ..00..O
B)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NONS EXAMPLES 1&2................_...........24 U) 8
FENESTRATION LOADING EXAMPLES........... 25 N
PRODUCTS MAYANYTYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Ix
`BEE OFW Y Y
/ MUST BE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH Y_ Z 1A
/ icn
ii
BY
MANUFACTURED PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q UU 0 ¢ O O
10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. 2 1 Z�'O}�072•t
,/SEE DETAILS
r+owzoNTaL A•D,G.H: 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING g s'a-�
MULL SHEETS 2-3 WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA.
LENGTH HORIZONTAL
MULL
LENGTH INSTRUCTIONS:
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING USING THE ASCE-7 STANDARD.
MULL OPENING WIOM I—
HORIz.MULL LENGTH—I 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH.
�I
LENGTH I` F I~ 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR'TRIANGULARRRAPEZOIDAL'.
OPENI� — - 4 FIND THE CHOSEN MULLION'S MULLION CAPACITY ILBSIFT'1 FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING rRODUcr REVISEII
HEIGHT ) M complying with Lao F11Aim
Hoa THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALL .THE
OPENING MULL Y H ( H°Bdl°g(AdC �2�p.
/ P HORIZ. VERT. MULLION CAPACITY(LBS/FT'1 OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/F7')FOR THE OPENING OBTAINED IN gcaplmw No V 1
MEIG� a- LENGTH MULL MULL STEP 1). B pirmi a D°le I ZQZ.f
PL LENGTH
5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE By
_-tea--- - J. REPRESENTS THE WINOLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. Nu °hO
J
OPENING WIDTH 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE N� LYNN
SINGLE MULLION SINGLE MULLION -"'FOR VERTICAL MULL ,
OPENING WIDTH ANCHOR/SUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR ......
�` \\0.• •• �(F
�FORVERTICALMULL CAPACITY IS MET. ` ��'\..•'�\CENSt''•.•gyp
F:
c
SEE CORRESPONDING DETAILS MULTIPLE MULLIONS P) +� N0.58705
FROM FIGURE 1 ABOVE. 7)IF THE MULLION CAPACITY(LBS/FT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FT' FOR THE -
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 - b LY__
STANDARDS USED: B)VERIFY THE DESIGN PRESSURE RATING(LBSIFP)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION - +' •�
TE F f4:
•2014 FLORIDA BUILDING CODE(FBC),5TH EDITION CAPACITY(LBSIFT')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION �iC\ 'I(OR10P,
•ANSIIAF&PANDS-2012 FOR WOOD CONSTRUCTION PRODUCT ASSEMBLY. �5,., .•jG\\�
.ALUMINUM DESIGN MANUAL,ADM-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT,
•AISI-S10"7IS2-2010 A.LkN� I
FL P. #58705
in A
DETAIL A: DETAIL B: MUD-AE-
--M
°
MULLION MULLION ATTACHED TO 1X TYP.ANCHOR
MULLION TO 2X WOOD BUCK PERSUBSTRATE.OR WOOD FRAMING WOOD BUCK AND MASONRY SEESEETABLEL ID-10B
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) (V
m
5pp7 I MULLION I y I--•
1 •. h N I11
Z c F
d I I I SEE SHEETS MIN 2.7IZS1 ,', EDGE LLL
21-23 FOR HOLE d I I CONCRETE OR CMU•,• _DISTANCE, "•I W
EITHER THE I LOCATIONS �u' I I I^ I SEE SEE TABLES J
STANDMDOR " m I EDGE DISTANCE 1B•18B m Q'
OFFSET MULL u EDGE m n I q FOR MASONRY
CLIP MAYBE - DISTANCE ANCHORS W Q 0
INSTALLED BY I I I FORwOOO I I I m T/7 M ~
THIS METHOD. d SCREW 250'MAXFOft A qd I I SIDE VIEW Z J
rt ALL MULLIONS q d 0m
- •--I
ERNER THE :34 q " STANDAR00 n U1q' m
u
qq d OFFSET MULL
u q u q a
1d CLIP MAY BE Q'.
" d q EXTERIORINSTALLED BV H
u u u THIS METHOD. J N o Z
d EDGE
u G Q ?
A DISTANCE {- Z
A FOR
u q MASONRY q O N r
THE OFFSET COP IS ANCHORSco U
((( RECOMMENDED FOR UO SO
IN-F
EXTERIOR d WINFDOWS,BBU MAY W Q w
a a
ALSO BE USED FOR 4 F
OTHER FRAME TYPES. Z Q
` o
a.. Z
TYP.ANCHOR p £ � n:
TYP.P R ANCHOR
RATE, PERSUBSTRATE, 5 df d66�8�
TYP.ANCHOR SEE TABLES 1BA86
/ PER SUBSTRATE. SEE TABLES 1B-16B
/ SEE TABLES 1B•18B EDGEIEND�D STANCE BUCKSTRIP
/ SEE TABLES r AND
MINT DUCK— P 1B-18B T ATTACHMENT
EMBE EMBEDMENT' BY OTHERS,
AND
�L - ATTACHMENT SEE NOTE 1,
SHEET I.
• BY OTHERS,
SEE NOTE 1,
SHEET 1.
- MIN 2.7 KSI CONCRETE OR CMU
FRONT VIEW PROOUCTREVISED
SIDE VIEW m aonlplyin8 with tho Filrids
ou �.0
FRONT VIEW lldine Cods
Acceptanm rio � .�
E.iration Dalc /j p21
INSTALLATION NOTES: By
Miami hoduct
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. I I I
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION \\� �1.I LYNN.,���'�i��
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ��'1��;•'�10ENSF F'P
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE �•
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. �+` ND.58705 i�
'
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. - -
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. 'D �jU'
s r or•
5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI•OADE COUNTY APPROVEDJiO�(. •FLOftIOP•' �(j
ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS.
A.L{NNIMJLlkFL'.E.
FL P.E.#58705
DETAIL E: ^ o
MULLION TO MULLION
DETAIL C: - 12a'MI" INTERSECTION NOTES:
MULLION DIRECTLY ATTACHED TO (U-CLIP) Ig a
/—MULLION 1)MAY BE INSTALLED IN'TEE'OR-CROSS' o
MASONRY STRUCTURE ' INTERSECTIONS.
(STANDARD CLIP SHOWN)
VARIES
2)MAY BE INSTALLED HORIZONTALLY �+
(SHOWN)OR VERTICALLY.
EITHER THE I I PER U STRATE, 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 y.m
STANDARD O - I
SEE TABLES IB-130 FOR CORRESPONDING MULLION. 1n ��
OFFSET MULL I I Z
F.
INCLIP MAYSTALLED OY Ij I I \ EDGE DISTANCE TOP VIEW MULLION 0 F
THIS METHOD. .\ _ I I i i—ANCHORMASS VARIES-1----� j W
ANCHORS I _
I I
912 STEEL SCREWS,
SELF-DRILLING PRE-DRILL
MULLION ANODUSE USE SMSC Q
} / m m o H
�� MULLION Z J
EXTERIOR 4a s :34 ,
THE OFFSET CLIP IS ~ m
EDGE DISTANCE °' RECOn1MENDED FOR ` ? (J= '
FOR MASONRY •. FIN•FRAMED LINTERSECTION
ANCHORS c WINDOWS,BUT MAY U-CUP Z
ALSO BE USED FOR Q Z
g ° OTHER FRAME TYPES. EXTERIOR \ Z
TYP,ANCHOR ~ Q
PER SUBSTRATE, 4 d 4 ¢ Z 00 0
SEE TABLES 10-130 SEE SHEETS 21.27 FOR � 1- !gc-
TYP.ANCHOR HOLE LOCATIONS
21.23 FOR I- 8
PER SUBSTRATE, !n
BUCKKSOTRIP SEETABLESIB-13B FRONT VIEW EDGE " w Q Y Y
ATTACHMENT ✓ DISTANCE E TA
/ SEE TABLES 0
OTHERS,
• SEE NOTE I, — 10.138 UQ ? Q O 0
EMBEDFIENT SHEET I. ° EDGE d 9 Z m��((�]
••• •• •'-•• .. /.••• I---F-DISTANCE n u A
SEE TABLES SIDE VIEW
MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 1B-130
FRONT VIEW SIDE VIEW DETAIL D:
MULLION ATTACHED TO
STEELSTUD
(STANDARD CLIP SHOWN)
STRUCTURE
INSTALLATION NOTES:
TYP.ANCHOR
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALLDRESSING OR STUCCO. A PER SUBSTRATE.
`�/ SEE TABLES 1B-130
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION �` sEE SHEETS ® PRODUCT REVISED
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR as—uplying with the FI-14a
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE Building Code
Dale
�
FOLLOWING SHEETS.FOR DETAILS A•D,EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. `` LOCATIONS Aceeplmlce T'1°�"dLt�•6n^3
MULLION Expirall 24
3)ANCHOR HEAD TYPE MAY BE PANHEAD.HEXHEAD OR FLATHEAD.
BAJy
4)WOOD DUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3.
5)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED -—EDGE
SEETABLEs \. ,l 1!r)N 49/(,�''�i,�.
ELCOULTRACONORELCO1/4'S.S.AGGREGATOR MASONRY ANCHORS. FOR STEEL STUDS THINNER THAN ID-138 NSC ''•C'Y
FRONT VIEW 1S GA AND COMPLIANT WITH THE FL BUILDING
CODE.A2XW000 BACKERMUSTUSED.
ATTACHMENT BY OTHERS.
EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW G
NOTES: (X-
1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD
ANCHOR VALUES MAY BE USED.
2 SEE CORRESPONDING MULLION TABLES,
SHEETS 5-20,FOR QUANTITY OF SCREWS. A.l'YNI1)IMI4LEZ,P.E.
FL P.E.#58705
DETAIL F: DETAIL G: DETAIL H: �� 7S
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION N`xL a
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP) a'
a�
Y
SEE DETAILS A{, 30'OR 45'
/ SHEETS 2 AND 3 FOR INSTALLATION BAY MULL LL
/ TO SPECIFIC SUBSTRATES. to
N
MULLION
0 1 0 OZ
O O
O O 0 O O 0 1 W
p p TOP VIEW mCC _
3
SIDE VIEW I i m U o
SHOWN MI UNILi'«X14'X,125- I TOP VIEW "''I I I I•- Z tO J
I I I iYP.ANCHOR O
EXTERIOR I I I U
I I PER SUBSTRATE, � ~' m
I I SEE TABLES 1SB OR 108 ? 0
C5 I TYRANCHOR I I
STANDARD MULLION CLIP PER SUBSTRATE, I- I I EXTERIOR D Z
MODIFIED TO FIT FIELD SEE TABLES 10-148 ,, T_T Q Z
CONDITIONS. 2•X S•ANGLE CLIP, p
I I I 2 PER MULLION END,MUST BE QZ N
I IN STALLED INSIDE OF SAY MULL. g�{ Go
MULLION I I I I I I I Fl-
CLI NO
I I I I I I I W Q
2•XF in 00
co
I I 1 I ANGLELE CLIP.
_� V Z Q 3 o
I I 2 PER MULLION ENO, Q Q 0
MUST 13E INSTALLED D..`o Z N (n
I� I
IN OF MULL. o mo y,Q
PYP.ANCHOR
PER SUBSTRATE.
SEE TABLES 184413
INTO WOOD,
(j STEEL,ALUM
INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR
ALUM,CMU OR MASONRY MODIFIED INFIELD.
EXTERIOR -�- ®\
/ DGE OIBR �/ �� PRODUCT REVISED
O E PER�iwo F nT,mnplYing with Thu Flotilla
4.'� BUlldingCoat
INTO WOOD,STEEL, Aco.:plaLcc too�—C218.O
ALUM,CMU OR MASONRY EDGE O EXpimli-Dal, ZI
DISTANCE By
h
PER N an 0 odll,t'
ANCHOR
EDGE
DISTANCE
NOTES FOR INSTALLATION OPTION G&H: ��� LYNN11/41
PER ANCHOR ♦ 1 /
NOTES FOR INSTALLATION OPTIONS F: 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. :�t�,•'•�YGEIJS(: '• 'P
1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26-X2.11'X.125'MULLION. L2)DETAIL G:
OCATIONS,SEE TABLES 113-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE •!• 1yll �I;y70S J;.
2)SEE TABLES 18.138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 15B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE
3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS.
FL 58705
TABLE 1A
Mullion Capacity Table Ibse
Opening Width(forvBNca*sparrBl9 mulIons)or Opening Height(for horl7ortaB F-sparT9rg MAOM)
60 in 601n 701. 606 906 1006 1206 1401n 1606 p
Rad.lidar TmpMang. Reclan9du TraFfmang. Rectenyl.r Tral9Tdang. Reelenplu To mg. RMamdor T,m9T&A9- Reclangdm Tmprrdeng. Ractmgwu 7*Md-v Rectan9dar Trapndang. RecWgdu TropRdang, q
1 X 2x.125 Lmbil L.&ng Load.g Laadrg L.aw Laodng Lading Loadng Loadng Loadrg Loa bil L.00dng Lnad.g Loa&g L-&V Loading Lncfiq Lowing sY
Alum.Tubo A• p y £ £ ,y y A £ t t £ ..
Mullions m
H � � 0
426 111.8 404 129.5 332 912 408 110.6 325 79.9 404 107.8 321 59.9 1138 104.4 319 621 405 104.0 319 55.9 404 104.0 319 40.8 404 104.0 319 39.9 408 104.0 319 35.0 404 104.0 319 J 121
IB In 74.9 312 1118 258 624 3f2 73.4 252 53.5 312 07.0 24a 40.8 312 07.2 240 41.8 312 81.3 2M 37.5 312 61.0 244 711 312 54.0 244 26.8 312 61.0 244 23A 312 6t.0 244
50.6251. 57.9 281 716 274 63.2 251 61.5 728 45.6 gal 66.7 114 79.9 181 52.1 272 35.6 284 50.1 220 31.9 101 19.3 21g 26.0 281 49.3 219 22.a gal 49.3 219 20.0 201 48.3 219 lL C3 do
511. $2.5 217 Ir-
57.5 207 47.0 147 4B.5 202 77.6 247 44.04 199 31.9 147 41.5 198 29.1 317 39.4 104 28.] 217 35.1 197 31.9 147 JB.1 193 ie.B 247 78.1 1W 15.4 247 781 193 ? M
601. 36.4 200 41.2 170 32.0 200 35.4 168 27.4 200 31.5 163 24.0 100 28.9 160 21.7 200 27.1 159 191 200 25.9 107 16.0 2DO 25.0 166 F-• J
676 33.1 1131 35.3 155 27.6 I51 30.7 152 217 lei 28.8 149 20.7 1B1 24.5 146 18.4 181 22.8 144 18.5 161 21.7 H3 j
i 6a In 2048 155 30.8 142 14.0 165 26.1 130 20.6 165 211 130 18.0 185 21.0 134 W
7381 221 179 x7.7 120 %6.e 139 19A 1111 15A 139 17.6 118 LL
70 6 10.9 115 19.7 109 16,7 125 10.8 1072
J ` .�-
796 1704 116 15.2 104
TABLE 1B ANCHOR CAPACITY ADJUSTMENT FORMULA: S Z o o
Anchor C6 acl Tabl9 Iba ANCHOR CAP.,,„,,,,, ~
Bumlrata' 2.7k Corcrde 3.5k C4nc. va-CMU FdW CMU PT Wood Meld (DP,)X( )=ANCHOR CAP._ (q �
MULLION CAP.,,•,,,,,, Ld
6115'Ebo 114.138 Eko LIS Eico 174'SS Ek° I1061ed 1f2 Sled /1281ed N ry Y
Anchor Clip Pattem90f Type. 1i6'Etc°Iguac.n Ild'Eko UAraC011 7'16•Eko UID/con 114'Elco Ulkacan
Ulbacon A9pmGawr unn+cm AgOreaaW Barow(as)screw(Gs) ecrow(os) USE THIS FORMULA TO OBTAIN T E AN to
Edge Cialerce(6): 1• 24lY t• x-1rY 11/5' i• 2•t/Y P x-12' r ytle' z 0.16• 0.64• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN H
Embedment 6 t-7I4• 1-3R" 1.1 1-714' 7 1-114' 1.94' 1-tR• 1-94' 1-174• 1-1/4' 7 1ar8• 1378' r.rka ACTUAL PRESSURE REQUIREMENT FOR THE s- Z
O X ¢ O O
2 Anobom 0 4.75•M6.O.C.I Standard or 08eol plP(Fp.17 3901. 3901. 4501. 690 tar 1041 W3 2701. 2BOIm 3511Da 740 ms 3741. 604 141 0401. 341). 4421. 560 @s OPENING,WHEN IT IS LOWER THAN THE MULLION a c O
4 Amrt 0 1.15•M6.O.C.I SlaDdud(W01141)COP(Fill.2): 4306s 700 @4 WA WA WA WA JBOIbe WA WA WA WA WA 6821. 08511. 1120 Wa CAPACITY(FROM THE TABLE)OF THE SELECTED 1.Q.
4 Ancmra®3'Min O.C. (2)045 Angie pipe/(Fg.37 7801. 750 W1 080 ma 15801b1 iB9B I1. SIO lm 6801. WA 7601. 7481. BBO lm iB821m 682 W BBS lm 112o Ibs MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 Arcbaa®0.45 Mar.O.C./UL71p,hto.125'AWm.(Fig. WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 715 eu CAPACITY WHICH MAY BE USED TO QUALIFY
1 Ancewl F-CAP(Fig.5): 195 DS 195" 225 wa 41s I1. 122 ma 17s ma 14o iU 177 Dw 370 IM 157 i1. 33x I1. 477 roe 170Iba 221 I1. 2601. ADDITIONAL ANCHOR OPTIONS FROM THE
2Arcmn®I.15'M6.O.C7 F11ip(Fig.6): 2401. 35D Ibs WA WA WA WA 1801. WA WA WA WA WA 311 IDa N21m 680 ka ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
• I
FIGURE 1: FIGURE 2: TABLE NOTES:
• • • • mpCT REVISED
1as)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. m complying with the FlaOidk
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --� 1.000 �-- Building Cod- •G21 -
AcapiurcoNo `
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Bx hnti Del°
FIGURE 3: OY
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Miami a!
• • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000'
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
125"
� (LYNN A11�(Il1j�
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED • b` ...••e F,p
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED :•'�\GENS@
FIGURE 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6083.75 AND BE A MINIMUM OF.125' •'L
�•
• (( THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT VX 2'X.125'MULLION {40.5670 -
® LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND _ J
ILII II II I THE MATERIAL.#10&N12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. :61.
K �b
(} !L
.)} St TF Of. Z�
:� tun. '•(G\`�
FL P.E.#56705
TABLE 2A
Mullion Capacity Table Ibetlet a�s
Opening Width((er varticagy-spalwWf mUllons)arOpening Hetght(for hudzontalyspaMnii mWom)
601n 601. 701n Be N 90 In 1001n 1201n NO In 160 in G! p•
RecfonaW- Trep+Tdanp. Rectarqutu TrapTdi.9 R.W nuuiar TrepTnare. Ractorgulor TmpTdarg. Roo IN Tmpinne Rectangular Tmptdwg. Rodaapder Trop Tdarg. Rectonatiar Tn,0760% RaclawmIN Thenadag, IV1 X 2X.376 Loadlnp lneury Laadln0 LoodNp lowirg Coolie LoaW9 Loading Load9g Loadlre Loading Loaoig L.adlrg Wadlre Loadlnp Lm6ng Losdlre Laadbg 'lf
Alum.Tuba 7f
Mutton
= a z �° �
421n 1700 620 1700 435 151.3 662 170.0 478 1287 682 170.0 505 113.6 es2 189.5 518 100.0 am I all 617 90.8 662 1689 517 757 682 168.9 617 84,9 662 lea.@ 617 66.7 661 188a 517 D �'•
4B In 121.8 607 13,0 419 101,4 59 1182 410 69.9 501 1087 403 Tfl0 607 1026 390 87.8 507 90.6 397 80.8 507 980 390 50.7 607 99.0 308 43.4 507' 99,0 396 38.0 507 99.0 396 � LU
60.825 in 103.7 456 114.8 379 684 458 989 371 7t/ 459 80.5 364 S48 456 848 350 57.6 458 81.3 357 6LS 456 80.0 356 43.2 456 80.0 358 37.0 458 800 358 324 950 86.0 356 (Y e Q
541n 86.4 400 93.3 336 71.2 400 80.9 328 01.0 400 72.7 322 534 400 67.3 318 47S 400 64.0 315 427 400 62,3 314 36.8 400 61.8 313r191
100 81.8 31J 287 400 81.8 313 W C> Q
m M
60 In 61.3 324 68.9 278 51.9 324 67.5 270 N.5 321 61.2 284 389 324 46.9 260 34.8 324 43,9 257 31.1 324 420 255 26.0 324 40.5 253 324 40.5 253 10.5 324 40, 253
63N 63.8 284 57.4 252 448 284 48.2 246 384 294 43.8 245 336 294 39.6 231 280 284 37.1 234 2119 204 35.2 232 22.4 294 33.5 230 284 334 2J0 7&0 2@f 334 230 ~ t0 J
0
68 N 48.6 268 40.8 T1D 39.0 268 424 225 334 268 37.5 221 29.2 280 34.1 218 2&0 268 31.6 215 23.4 288 29.8 212 19 5 266 28,0 210 268 27.7 209 14.6 268 27.7 209 Z y°
72 In 38.0 225 37.8 tea 30.0 225 322 1Di 257 225 284 Me 225 225 256 ids 20.0 225 23.6 182 180 225 221 160 15.0 225 203 177 226 t9.8 176 tt.3 225 tD.B i78 V78N 30.6 2� ..a 177 266 2172 222 173 2L9 202 Ma 170 19.2 202 21.6 167 We 202 19.7 1B5 1&3 201 10.4 183 128 202 18.7 180LLI
202 15.0 158 9.5 201 15.8 158 � �5 �
701n 28.3 100 28.9 108 ze.B 191 281 185 207 101 22.0 782 17.7 192 19,7 159 15.7 102 let 157 14.2 192 58.5 156 11.8 192 15.2 152 10.1 192 190 150 8.9 182 14.2 1Sp Q J��2SSS
OON 78.b 5-4 19.0 128 154 /4d let 128 Jr-
O6 N 16.2 127 15.8 113
TABLE 2B ~ u3 s z o 0
ANCHOR CAPACITY ADJUSTMENT FORMULA: m 4'^3•
Anchores ac Tabla iba ANCHOR CAP.—,,,• LU
aubalmlo: 2.7k C-mle 3,5k Cane. Hollow CMU F1W CMU PT Woad Molal (DPM,)X )=ANCHOR CAP.- � X S2 Y
AnchorT7pa: Y16•EI4o Upmoon 174'EXo Nuacan
51/6'F1w Y16'E1oo tAimcon N4'Eico U6mcon 114.60 Efao 5fIW Et. 114'SSEka 81081W Mattel 612 steal MULLION CAP.,,,,,,,,, N (A (n
Anchor Clip pattem5 Unmcon AppmGaia 1.119eoon A99ecatar So-(Gs)samw(GS) sorew(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR
E400 Oiums On) P 247r 1' 2.172 34W P 2412• 1 1• 2-t1r r 1 3.US' r 0.18• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN d Z
Embedm 1(N): 1-Y4• 1•3/4' 1.314• IJ14' r 1.114• 1.114' 1 1.114' 1 1.114' 1414' 1.114' r 1018' 1318• Sodas ACTUAL PRESSURE REQUIREMENT FOR THE m Q xQ
2Awn-E04.75•MN.O.C.1 Slmdud a10fu1 Cup(Fig.t)g 390Ibs 39D@o 450 Lbs 89014 164414 270100 280(los 35414 740 Ito 374 lbs 604 W3 948 The 34114 -72-1b, SBO9a OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Ancmom Q 1.15•Mh O.G.I Slamda d(or Met)Clip(Fla.2): +50 RN 700 An NIA WA NIA WA 360%3 WA I WA WA WA WA -6824A 05Iba 1120 Ns CAPACITY(FROM THE TABLE)OF THE SELECTED
4 ArXlxxa 4$5'Min.O.C.1(2)2x5 Ateb Cltps l(F1p.3): 7009» 780 as 880Iha 15B01bs IM614 6404 560lD4 WA 76011n 748 tba 88010a 189214 6821be 88516x 1120 Ds MULLION.IT WILL YIELD A MINIMUM ANCHOR
Z Ano mcm;lin.O,C.IU-01p,Im1o.12V Alum.(fig.4) WA WA WA WA NIA WA WA WA WA WA WA WA WA NtA 713b CAPACITY WHICH MAY BE USED TO QUALIFY
1 AnclwiF•CIIp IFlp.S): t951b1 teslbt 225 m: 44s i4 e21I- t" 140 Its »714 3701La 1971bs 33214 4731Lx n0 ws 22114 26o®s ADDITIONAL ANCHOR OPTIONS FROM THE
2 Ancnaa 1.15 G.C.I F.rlfp tFlp,B} 24014 J50 Rs WA WA NTA WA 100Ibs WA NTA WA WA WA 341 los 442 a1s 36014 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: PROO7ICT RISVISBD
! u3 complying with go Flaritl9
• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 13 it in Cade
• SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -'•j 1.000' �^•- Ace1 .n al t+ -02 •D'�
Expimlion Dale
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. By
FIGURE 3• Miami produc]'
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2.000' t I I I
• HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. v f
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
i
ANGLE CLIP MUST BE USED IN PAIRS. .�t1't•'•ytGEN.gC'•.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED � C•:'
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 376'
T'' tdo.56-t05
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-75 AND BEA MINIMUM OF.125'
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO 8E AT V X 2'X.375'MULLION _ /)
THICK AND 036.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYONDi1Rgbec-
LEAST.125*
THE MATERIAL#10&412 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S.
A.LYNN MILEEIN,P.E.
FL P.E.#58705
TABLE 3A p
Mullion Capacity Table Ib6IR1 x
Opening Width(for vertically-spaw ing mdliow)or Opening Height(for holfzordaly-spewing mUtions)
301n 601n 701n 00 In 00 In 1001n t20N 140N 160 In
1 x 2.76 x Reanrrgdu Tr.P'Td..o• Rect.n9du TrapRdeng. Rectangda heprnlmg. R.cl.ngdu Tmplydeng. R. IiWa Trep7dan9. Raclon9dar Tnprrdeng. Ratong lar TtWllfi.ng. R.1Wnlpd.1 Tmprrdeng. Ra tmi;ula Tmp/rdeng. 4
Loading Loedn9 Loading
Loading Loading Loading Loading Loading Loadrq Loafing Lowing Loading L-In0 laadng Laadng Laadnp Lopdrq Loading PY
.376 Alum. 6
Tuba �g,. �$ �gg., fig_ �g.. •�q-.
Mullion t7� � � � r9� � � � � � 0� � _ 0� � r9� Of
25, _ 03
Z "� 7�1-
42 in 1 170.0 620 170.0 435 170.0 744 170.0 476 1 170.0 86a 170.0 508 170.0 9112 170.0 518 170,0 file 1 170,0 621 170.0 1240 170.0 621 118.7 1 1301 1 170.0 621 127.6 1301 1 170.0 521 111.6 1301 1 170.0 521 L L7J
481. 1 170.0 798 11x0 524 170.0 We 170.0 684 170.0 092 170.0 830 170.0 103 170.0 681 151.8 1138 170.0 677 138.8 1130 170.0 880 113.9 1138 170.0 888 87.8 1138 170.0 BBO 63.4 1139 170.0 6110
SO.tRSN 170.0 747 170.0 567 170.0 698 170.0 871 107.6 1032 170.0 864 116.e 1072 170,0 723 130.5 1032 170.0 747 117.1 1032 170.0 756 97.8 1032 170.0 7511 67.9 1032 170,0 756 73.1 1072 170.0 766 1
m
�L
541n 170.0 797 170.0 6t2 151.3 007 170.0 691 138.2 907 164.7 730 120.9 907 1625 7M 107.5 007 146.0 714 96.6 907 141.1 710 60.6 807 140.0 709 69.1 007 140.0 709 60.6 007 140.0 709 m O
$0 In 111.1 735 MIA 625 117.6 735 170.3 611 100.6 735 118.0 Egg 86.2 735 106.2 690 78.4 735 92.5 6113 70.5 735 95.1 670 58.6 735 91.5 574 50A 715 gi.5 574 44.1 735 Ina 574 � � J
63 N 121.9 688 130.0 570 101.6 We 111.5 558 98.8 547 76.2 666 00.1 538 07.7 688 53.0 511 50.9 We 70.5 520 50,5 668 75.6 621 43.5 568 75.8 521 38.1 ISM 75.5 621 (n J
U
60N 100.0 607 1124 622 56.3 Ser 9e.1 807 63.0 Sot 66.2 607 71.1 493 659 607 71.5 456 53.0 507 eta, 461 14.2 607 51.4 47e 77.9 007 02.7 471 33.1 007 52.7 414
•� 721. 01.8 510 55.8 203 66.0 510 73.0 10 64.3 420 51.0 510 57.9 410 154 610 51.3 413 40.5 510 50.0 4a6 34.0 510 45.9 402 29.2 510 44.4 389 25.5 010 M.3 799 t'n
7051 69,4 456 72.5 400 57.8 458 61.7 456 54.1 385 43.4 455 45.8 '378 36.6 458 44.0 373 34.7 458 41.6 365 28.8 456 37.7 382 21.6 466 36.0 368 21.7 450 35.7 356 Q = V
75 N 64.2 435 67.0 381 03.6 435 58.6 435 40.8 360 40.1 435 44.7 350 35.7 415 40.8 356 32.1 435 35.1 351 26.8 435 34.4 344 22.9 435 32.6 341 20.1 436 32.2 340 r .-
90N 41.6 327 43.1 290 34.8 327 30.4 265120.9 327 31.5 280 26.1 327 26.3 275 23.2 327 25.7 271 20.9 327 23.7 288 17.4 327 21.0 282 14.9 327 19.3 268 Q Z to O
C8,51
96N 34.4 267 35.4 267 28.7 207 29.9 287 20.0 210 21.5 287 23.1 211 18.1 287 20.9 240 17.2 287 19.3 237 14.4 287 We 232 � � ..G
X �o a�
106 N 24.2T227 24.7 205 20.2 227 20,5 227 18.0 190 15.1 227 158 195 W
lit In 22.3 215 22.7 194 111.5 215 10.1 215 19,6 1118 W N 2
1201. 1T.6 161 17.9 187EtLd- U X Q O O
TABLE 311 ANCHOR CAPACITY ADJUSTMENT FORMULA: O< z
m(0 y;U)
Anchor Capacity Table(lbs) ANCHOR CAP.s,,,•,,, _
Suwtmlw 2.7k Cacrde 3.5k Caw. RWDW(Y4U Fdad CMU PTWood Mehl (DP_) )=ANCHOR CAP.,,. oma
5x16'Eko 114'SS Eko 5110'Elco 1M'SS Eko 910 Sleet 012 Stool .12 Sled MULLION
Anchor Typo: V%U'Elco Uleacon 1/4'Elco Uuacon 116'Elco Ulb000n 1R•Eko UlVecan
Anchor Cllp Pat(em5 ln0.ecn Agg.0' Lit- Apgrwakr 8cme(Gs)s4mn(G5) Saee(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edo.Watenca(ink I. 2-VT I. 2-1rr FV 1• 2-Ur V 2-ire 7 3.116' 7 0.46• 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment(N7 1-LY 1-14' 1-14' "4- 7 1-1/4' 1.114' 1.1/4' 1-1N• 1-0/4• 1-1/4' 2' 1318' 1-L6• lade. ACTUAL PRESSURE REQUIREMENT FOR THE
2Amhon®4.75'Min.O.C.Ialandudor05eet CUP(Fig.17 390 Ito 390 k. 450 It. 888 Ito 1644165 =" 140
354 M. 74015. 374120 664Ib. 940 V. 341 Ib4 442 Itn s01b. OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Aosta ®1.16-Min.O.C./Standard(or OSseb Clip(FI9.2), 480 ibs 7001b. WA WA WA WA WA WA WA WA M2 lb* 8851bs 1120 Po. CAPACITY(FROM THE TABLE)OF THE SELECTED
4 A.W.®3'Wi.0.0./(2)2.5AngM CYp./(Fp.37 780 E. 750 lbs 580 Na IWO Ib. 189616. WA 7601a. 746 lbs 680Ib3 1602 lbo 602 6* 885 lb, 1120 0n MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 A.haa Q 0.45•MN.O.C.IU alp.N1o.126'Alum.(Fig.1): NIA WA WA WA WA WA WA WA WA WA WA NIA 715 w CAPACITY WHICH MAY BE USED TO QUALIFY
I Arctar/FLlip(Fig.5), 1115 IDa 18514 225IW 445W 87110. 177 W. J701D5 18710e 33216. 47310. 170W 2211ta leo tD. ADDITIONAL ANCHOR OPTIONS FROM THE
2Amhom(91.15•MN.O.CJF{alp9Tg.6): 240 ma 750 9m NIA NIA WA WA WA WA WA WA 341 k. 44214 58014 ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODUCT REVISED
os comPlyine with the Floddbi
Building Credo
Acmidoucofk It, O215•03
FIGURE I: FIGURE 2: TABLE NOTES: 1.000' Hxpimlion Date 202.1
-••-
• • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Mi { Je Pro duct COapelU
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ���
FIGURE 3: tu��( LYLYNN�'Ile
�1
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750• �� �\.•'1,1GCNSC'••(�T
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - 1.10.58705 •( '-
ANGLE CLIP MUST BE USED IN PAIRS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .375'
FIGURE 4: FIGURE 5: FIGURE 8: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL BE PRESSURE-TREATED10 "O 4 16 R
YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF.125' � •F1 Ic �L7
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK 1 B GAUGE).STRUCTURAL STEEL TO RE AT C) S )E F
( ) 1'X2.75'X.376'MULLION i'�C`••'•.'cLORI0 `
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS bcYOND C . .
,
• THE MATERIAL#10 6#12 ANCHORS INTO WOOD MAYBE STEEL.18-8 S.S.OR 410 S.S.
k 4YaR� U I,ER,P.E.
FLP !58705
TABLE4A �
Mullion CAprialty Table IbeJ1t4
OponingWidth(fcorverb cal74FsparvirgmWons)orOpening He lit(for Mmorta*spargirgmulions) ���.�111�� 9,
5014 Go in 701. 00 in So In login 120In 140 in 1601. O
�gp. 11apr6fg-. rlp � 'Qp p gurigl.p.
osY p
ll.tangdu 7tpfffl-g. R..t.J;nTmpridang. Racanpdu mpM-T. Ract.ngWu TNpffdang. RmlnpWIg. Ralangllar Tmpri"04 Redltng0lu .0. RacegUm Ttgllilng. Rxlnplar TrWTdg.
L1 x2.15x LoadmO Lading Loading Loadilading Wilding LOadng Loing Ltdng LoedrqLoading .&no Loading ng Lading L.di1.0-ding Lodig
.6to
FFZEJill E ]111U Jill!b
Mullion CIL
wU
.ca
Is zcc)�
421n 170.0 1 620 170.01 435 170.01 744 1700 1 478 170.0 666 1 170.0 506 170-01 961 1 170.0 510170.01 1116 1 170.0 521 170.0 1210 170.0 521 170.0 1486 1 170.0 521 158.7 1620 170.0 521 1138.8 1620 170.0 521 J W
40 In 170.01 704 170.0 524 170.0 650 1700 581 170.0 1192 1 170.0 670 770.0 1133 1 170.0 661 170.0 12751 170.0 677 170.0 1417 170.0 680 141.7 1417 1 170.0 680 121.5 1417 170.0 680 108.3 1417 1 170.0 680 [if ..
50.625 In 170.0 747 170.0 563 170.0 660 170.0 631 170.0 1040 170.0 664 170.0 1195 110.0 723 te26 1256 170.0 747 146.3 1200 170.0 766 121.0 1285 170.0 756 104.5 1266 170,0 750 04.4 1286 170.0 768 � C3 u
W o c )O"
54 in 170.0 707 170.0 612 170.0 656 170,0 Bgi 170,0 1116 170.0 754 1503 1130 170.0 603 Mg 1130 170.0 837 120.6 1130 170.0 650 100.6 1130 170.0 891 80.1 1170 170.0 861 75.3 1130 170.0 Bel � � J
601n 170.0 0&5 170.0 701 148,5 915 162.3 761 125.5 915 144.5 740 109.9 915 132.3 735 97.0 915 123.8 726 67.0 015 11 e.6 720 77.2 916 114.4 715 62.0 015 114A 715 54.0 015 114.4 715 2 J
{, 631n 151.8 830 161.8 710 12&5 630 138.9 694 100.5 930 123.2 061 04.9 030 1122 670 84A 070 104.0 862 75.9 870 0.4 638 63.3 630 04.5 049 51.2 530 94.1 049 +7.4 830 04.1 049 Z W g �'
y 6014 132.1 757 140.0 650 IWO 757 119.6 639 04.7 757 105.9 624 62.6 757 90.1 614 73.4 757 50.1 806 06.0 757 542 600 55.0 757 70.0 593 47.2 757 70.2 581 41.3 767 702 591 co g,
721n 101.7 030 106.8 552 84.6 636 81.0 540 727 879 50.1 530 67.6 836 722 521 50.5 638 66.5 514 60.9 830 02.3 608 421 638 57.2 500 36.3 JIM 55.3 497 31.0 JIM 65.2 497 co o -Z
3 76 b 88.5 671 00.1 196 72.1 571 76.0 4811 9. 671 67.4 470 64.1 571 00.6 471 40.0 071 55.6 404 43.2 571 61.8 159 38.0 671 47.0 131 70.9 571 44.0 !47 27.0 671 44,6 440 ,a
iE78in50.0 642 03.4 414 66.7 542 70.8 4115 57.1 542 62.1 456 50.0 512 55.7 449 44.4 512 51.0 442 40.0 642 47.6 437 37.7 642 420 429 25.6 542 40.0 425 25.0 542 40.1 423 � 052.1 407 67.7 301 47.4 !07 45.4 356 37.2 401 30.0 349 326 407 33.3 343 26.0 407 32.1 336 20.0 407 29.0 334 21.7 407 28.1 327 16.6 407 24,1 322 16.] 407 23.0 310 Q (0 Z42.0 J50 44.1 ]20 35.8 Tse ]7.2 314 30.1 750 32A 309 26.0 ]Se 20A 704 23.0 ase 29.1 300 21.s ase 21.0 208 17.9 Ise 21.0 249 ts.l Tse 18.2 x04X � o 30.1 207 30.9 255 Z5.7 207 26.0 251 21.5 263 2x.6 2+7 ID.0 203 19.9 244 16.7 287�18.g240 15.1 207 16.6 zitW 27.8 267 28.] 242 2].1 207 23.8 2311 19.6 267 20.8 235 17.3 2117 1&] 231 15.1 281
N
1201n 22.0 229 FT
Za.7 200 18.3 229 10.0 205 ts.7 2x9 18.2 202 U x ¢ O Q
¢ Z
TABLE 411 ANCHOR CAPACITY ADJUSTMENT FORMULA: S _, mO s;O
Anchor Ca ocl Table Ib5 ANCHOR CAP.,„„„, ��m�
6umlmla: 2.7k Cdxtd4 3.6k Coro. Ha➢ow CMU FWed CIYU PT Wood Mall (DP)X )=ANCHOR QAP.,,, �'
1118'Ek. 1//'88 Eko 5116'Elco 1/4'68 Elco e1091eA Y12 Slee) JI 91oe4 MULLION CAP., ,,,,,
Anchor Cllp Paltern6 anchor Type 3110 Ek.U)Oxon 114-Elm Ul9acm ❑I6ocaa 3218'Ebo Ullrecon 1I/'Eko UlOwan Agg,aGalw Ullmew AggreGalor Sciaw(05)Sc (G5) Scfm(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edea Distance(m7 1' 2dR' 1' 2.1R' 7.116' 1' 2-171' 1' 2-1rr r 3-118' Y 0.46• 0.54' 0.72+' CAPACITY REQUIRED'CORRESPONDING TO AN
Embehnml M7 1-3//' 1•L4' 1.714' 11V4' T 1-114' 1-114• 1-114• 1414• 1.14• 1.114' r 1.31e' 1-= ledea ACTUAL PRESSURE REQUIREMENT FORTHE
2 Arrc.m N 1.75'Mln.D.C./Slendem wo0eal dip 1Fq.t1 380109 3fq N. 450 Ws 69015. 16441. 270 t 2801. 354 M 7401. 3741. 6641. 9461Da 341 M N71m Sal.
OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anch-®1.175 Mu. O.C.SlWtdud(m 0M.I)Cap f�q.2k 4801. 700 roe WA WA WA wA 3601. WA WA WA WA wa 8521. 0651 tt2o Ito CAPACITY(FROM THE TABLE)OF THE SELECANCHOR ED
dAnchors®3'Min.o.C.1(2)205 Angle 01ps r9193k 7601. 780100 680 ws 15601. 18991. 510 ms 5601. IBA 7601. 745 lb. Beg I. 18921. 6a2 85 11201MULLION.IT WILL YIELDAMINIMUM ANCHOR
2Arohom®8.45•M'ut O.C.J UC41p,Into.125•Alum.(Fig.4): WA WA WA WA WA WA WA WA MIA WA WA WA WA 71Id
CAPACITY WHICH MAY BE USED TO QUALIFY
1 Antal l FCtlp(FIg.S): 105 we 195 tm 2251. 4451. 021 Ws 1351. 1401. 1711. 3701- 1671. 3321. 473 Ill. 170 be 2211. 28ADDITIONAL ANCHOR OPTIONS FROM THE
2Anchon 491.f5'MeI.O.C/F43Ip(Fig.61 210 Ns JSD ms WA WA WA WA 1004. WA WA WA WA WA 3111. 4421. 511ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. as
nnplyi RRVISBD
as complyirl8 with Wa FlmiAa
Building Coda 16-pZyb.CL3
aoplanw No
FIGURE I: FIGURE 2: .TABLE NOTES: 1.000• L2xpaZOsI
--I r-- imlion Dab /
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By
• SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mi *
Mian'\t�`��f IJ/I
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS„1.LOWABLE.
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' \CENSE •.F�
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. i
® Na.;;8705
11 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•FILLED1
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BEPRESSURE-TREATED . n'•• 1,6 J
L2
FIGURE 4: FIGURE 5: FIGURE e: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 5063.75 AND BE A MINIMUM OF.125' %,O S Af L OF �/\
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT CpR\OP, (�.
-� LEAST TER THICK AND 135.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1"X 2.75"X.650'MULLION it
II II II II I THE MATERIAL#10 8 472 ANCHORS INTO WOOD MAY BE STEEL,188 S.S.OR 410 S.S. )Jil'��S�U(Jf�l,
A.LYNN MILLER,P.E.
FL P.E.#58705
TABLE 5A o�n
Mullion Capacity Table Ibafle)
Opening Width(for vertically-sparrirg millions)or Opening Haight(for hodzorta6y-sparring millions) lei, Zk
501n 60 in 701n W N W in 100 in 120 N 14o In ISO in
Roclang0 V prTdmg. Ro I.VA r Tiaprrdang. RaWangrdm Tlepfrd®g. Reclangular Trepilden9• Reclongdrc TieprTdeng. PaclenipAu Tmpr9lnny. RmLeagular TcopMwg. Raclangm Tnepildang. Roin gdar MaplTdang.
teadN9 Loadln Loading Loading L.&Q Load Load. Loading Loadln9 Laadillg Loading Loading Leading Loading Loadin Load. Load Lodng 1"x x.126"x g ro a g o e w a9 1)x
.600"Alum g r r _ r r �• r LL
Tubo Mull s6 r1) 9� �. �� �. �. �. r� �+g N
Z � to
O
421n 170.0 620 170.0 435 170.0 744 170.0 470 170.0 BBB 170.0 508 170.0 992 170.0 510 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 621 170.0 1735 170.0 621 154.4 1602 170.0 521 J W
40 in 170.0 706 170.0 524 1 170.0 8% 170.0 504 170.0 902 170.0 030 170.0 1133 170.0 Dot 170.0 1275 170.0 077 170.0 1417 1740 6W 157.7 1577 170.0 080 135.1 1577 110,0 BW 118.2 1577 170.0 680 7 =
90.6251. 170.0 747 170.0 563 170.0 596 170.0 631 170.0 1040 170,0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 141.7 1495 170.0 758 121.5 1495 170.0 750 106.3 1495 170.1) 756 W C)8 O
54 N 170.0 797 170,0 012 170.0 950 170.0 691 170.0 1110 170.0 731 170.0 1275 170.0 803 IWA 1401 170.0 837 149.5 1401 1700 056 124.6 1401 170.0 B61 106.6 1401 170,0 eat 93.4 1401 170.0 601 m M N
Wln 170.0 085 170.0 701 170.0 1003 170.0 797 150.5 11611 170.0 878 138.7 1158 187.0 920 123.3 1158 156.5 017 111.0 1158 149.7 910 92.5 1156 144.5 903 70.3 1156 144.5 003 69.4 1158 144.5 903 F J
631n 170.0 930 170.0 745 159.8 1040 170.0 550 137.0 1049 155.5 NO 119.8 1049 141.7 818 108.5 1040 132.0 830 95.9 1049 1255 628 79.9 1049 110.3 820 68.5 1019 116.0 Big 699 1040 115.0 Big fl1 m
Be N I66.0 955 170.0 709 139.0 955 151.3 861 119.1 955 133.7 788 104.2 656 121.4 775 9ZO 955 1129 765 83.4 915 1004 757 DOS 955 99.8 749 59.0 955 08.7 748 52.1 956 90.7 740 z OW g
j
72 In 128.5 690 134.0 691 107.0 WJ 114.0 SU 91.0 Sol 101.1 070 90.3 903 91.2 059 71.4 503 83.9 &B 64.2 903 1BA 042 53.5 DO 722 832 45.9 903 09.0 820 40.1 903 60.7 027 (7
v Z
7aN 109.2 721 114,1 029 910 721 97.0 010 76.0 721 66.1 605 06.3 721 70.5 595 60.7 721 70,1 600 54.0 721 054 579 45.5 721 59.4 589 39.0 721 66.6 504 34.1 721 56.1 583 Q J
a 761n 101.0 684 105.4 599 &.2 684 69.4 567 722 604 70.4 576 03.1 584 70.4 567 56.1 904 64.4 555 50.5 654 59.9 551 42.1 081 54.1 541 30.1 004 61.3 ISM 31.6 681 90.0 534 Z Q N O
90 N 05.8 514 87.9 456 61.6 614 57.3 440 47.0 514 90.0 MO 41.1 514 44.0 433 36.5 514 40.5 427 329 514 37.3 421 27.4 514 33.0 412 235 614 30.4 405 29.0 614 29.0 403 Z 0
90 b 51.2 452 55.7 41){ 45.2 452 47.0 396 38.7 452 40.0 380 519 452 36.4 304 30.1 452 72.9 375 27.1 452 30.3 373 22.8 452 20.0 385 19.4 452 24.2 350 18.9 452 22.8 355 (n u §G
IOB N 38,1 357 369 322 31.7 357 327 317 21.2 351 26.{ J12 218 351 25.2 300 21,1 357 22,7 303 10.0 737 20.5 299 13.9 737 18.0 203 13.6 g117�t.2 207 11.9 337 16.D 263 W Nir
Ill In 35.1 370 35.8 300 29.2 338 30.1 301 250 336 28.1 286 21.9 330 23.1 202 19.5 338 20.0 258 17.6 370 19.0 284 14.0 338 10.5 216 12.5 213 11.0 338 13.8 269 rrj (01F,1201. 27.7 289 28.2 290 23.1 289 23.7 259 1D.B 209 29.5 250 17.3 289 18.1 252 16.4 289 10.3 219 13.p 289 14.0 248 11.5 282 120 240 9.9 230 8.7 289 10.4 232 1) X Q O O
Q..� Z
TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: a m00
AnchorCa act Table Ibs 0-' a
ANCHOR CAP.,,,,,,,,`
SuOslydle 2.71 Caxnse 35k Cone. Noeow CMU Fltled CMU PTWmO Mdtl (DP)X( J=ANCHOR CAP.,,, � � '-�
U FJc0 IWS$Ex0 NIBFJcO vessFlco am5lee el2steal mzsleel MULLION
AnchorCllp Patterns Mchor Type 3116-Elco unrsm v4•Ex0uw4cOn unraton 3" 114,uDracm 14'Ekounracon A9gOGtlor ultracon A(Dnxtlor Scw(G5)Scrcw(W) Sc"(05) USE THIS FORMULA TO OBTAIN THE•ANCHOR
Edge Oslarce On) 1• 2-112 A. 24z 3.1fe• 1• 2•uz 1• 2-11z z 3-mr z 046• 064• 0.324• CAPACITY REQUIRED•CORRESPONDING TO AN
Emmmnmt n ty4• 13'4• 1314• 1s'r Y 1414' 1-114• 1.1/4' 1-114• 1-114- 1414• z 1.3ra• lye' teles ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchm ID 4.75'Mm O.C./Stwded or offset Csp(Flg 11 300 lbs 39003 450 ms e90 a3 1644105 1 270 b4 290 be 354 IM 7401Us 374 IDS 664 gis 946 bs 341 Itis 442 Re SW Im OPENING,WHEN IT IS LOWER THAN THE MULLION
4 AmMs@1.15•MN O.C.7 Slandard(cr 016N)COp(Fig 2) 490 bs 700[be NIA WA NIA NIA 380 be NIA WA WA WA WA 682 lbs BDSMS 112063 CAPACITY(FROM THE TABLE)OF THE SELECTED
4AmhDm 0 T MN.O.C./M 2,5 Angle C9ps I(Mg 3) 780 bs 790 D3 600 Les 1580 bs IB Ths 616 lbs 590 Res NIA 7901!3 746bs 6BOIDs 1802 to 102 bs 065. 1121115 Myu-14gN IT WILL YIELD A MINIMUM ANCHOR
9Anch0f%@0.45•MN.O.C.IUOOP,N10.125'Alum.0'1947 HIA _ WA NIA IVA NIA NIA WA NIA WA NIA WA WA N/A "'A 10731ae ACITY WHICH MAY BF USED TO QUALIFY
1Archon F4:6p 1.5) I95IOs 195bs albs 445 Da 62293 135UM 149ts 177 lbs 370 Its 187bs 332 IDS 473 fee 170 bs 221 to 9001)3 ADDITIONAL ANCHOR OPTIONS FROM THE
2Anclon401.I5'Wm0.CIFC g 6k 24a les 3'A IDs WA WA WA NIA 190 Ds NIA WA NU WA WA 341 bs 442 bs 56093 ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PI(ODUCI'RIWISIID
as complying wild dile FIOc ft
N 1.000'-i D.ildiug Cad.
FIGURE I: FIGURE 2: TABLE NOTES: Acceplwlco No Ire- 2.1$.03
j.'
ml Datc fj02(
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. �O PcoQllel
1(I1111111//
2 LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. - 3125,
FIGURE& ) ON •..-- •(!� /�
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ` �,' 1GGNSC '•.'P
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. '•Tit
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -'i; Nu.50705
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '�0° �'Q : L51Y.-_
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•T5 AND BE A MINIMUM OF.125°THICK STEEL STUDS TO BEA MINIMUM �L:
STEEL TO BEAT 1-X 3.125'X.5•MULLION
• THEM MATERIAL.#10 8#12 ANCHORSINTO W OD MAY BE EEL,EXTENDALL &6 .E 33 AND.045THICK(18 S OR41410 S.S.ST 3 SCREWTiREADS BEYOND (t'VF MULLION) ,� SS�UI�A�`•�1`G\`
A.LYNW&L'ER,P.E.
FL P.E.#58705
TABLE 6A
Mullion Capacity Table(IbsfB°) a
Opening Width(for\eNea2y-sparlrirg million)or Opening Height(tor horizontally-sparring mullions)
60 in 601n 701n 00 N 901n foa N 120 N 140 N 160 in yY4{ o
Reclenguler Lap/idmg. Rac4npWer T�oprTdeng. Reclangui0r Trepridang. P.,I.µ/er Treprrdeng. Rectengel. Trep/Tdeng. RcclwQLd nopridmg. RectmOuier irep/Tdeng. Reclengda 7repridmq. ReclmgLd 7rep/Tdup.
a
1 x 4 x.126 LoadM Loafing 1.0.011 LOadng Loedno Loading LOedng Loadna Lnadin Lowing L.d.0 L.dng lnacin0 Loafing Lowing Loadno Laad-o LOadng c X V
Alum.Tubea Il _ _ to
Mullion � � � � �, ��, 1 U) o m
3falli 5ll I
�
o �
42 N 170.01 620 170.0 1 435 1170.01 704 170.01 470 1170.01 We 170.0 We 170.01 992 170.0 619 1170.01 1118 170.0 521 170.0 1240 170.0 621 Me 1486 170.0 521 145.6 1489 170.0 621 127.8 1489 170.0 621 ,J
J LU
48 In 170.0 700 170.0 624 170.0 BSO 170.0 6H4 170.0 092 170.0 We 170.0 1133 170.0 681 170.0 1275 170.0 677 150.7 1303 170.0 660 130.31303 170.0 We 111.7 1303 170.0 600 97.7 13D3 170.0 Sao Z
50.625 In 170.0 747 170.0 503 170.0 NO 170.0 63t 170.0 1046 170A 851 170.0 1195 170.0 723 156.) 1235 170.0 747 140.6 1235 170.0 756 117.1 1235 170.0 766 100.4 1236 170.0 758 87.6 1235 170.0 756 LU 'o O
64 h 170.0 797 170.0 012 170.0 WA 170,0 501 170.0 1110 170.0 754 154.4 1156 170.0 607 137.2 1155 170.0 837 123.6 1108 170.0 056 102.9 1155 170.0 061 116.2 1158 170.0 651 773 1168 170.0 061 mCO
60 N 170.0 005 170.0 701 166.7 1042 170.0 797 142.0 1042 161.1 832 125.1 1042 148.7 615 111.2 1042 Me 001 100.0 1042 130.2 791 63.4 1042 125.1 762 71.0 1042 125.1 782 62.5 1042 125.1 762 � � J
631n 170.0 030 170.0 745 151.2 091 Iola 610 •20.0 992 144.4 709 113.4 002 131.0 791 100.8 992 121.4 768 90.7 891 114.6 758 76.6 002 108.4 745 04.6 992 108.0 704 56.7 892 106A 744 ? �
6604 165.1 017 170.0 789 1779 017 118.0 786 11e.1 017 170.] 700 10.7.4 017 117.7 752 01.0 Bf7 108.7 738 82.7 947 102.7 727 88.0 947 95.1 117 59.1 047 94.0 711 51.7 047 94.0 711 Z U gg
9 72 N 135A 619 1127 737 1131 ea9 121.6 722 97.0 049 106.0 708 54.9 849 06.4 690 76.6 648 58.7 600 67.0 849 1127 676 66.0 N9 76.3 659 48.6 049 72.6 852 42.5 848 71,4 061 d.T W
76 In 116.6 762 120.7 605 90.3 762 102.6 552 82.6 702 00.0 610 722 762 80.9 820 642 782 74.2 620r2..-..7
762 69.2 613 48.1 752 62.8 602 41.3 782 59.9 697 35.1 702 69.4 695 J f/)& ¢Z
i 70N 108.8 721 111.1 034 69.0 724 84.6 621 76.3 724 62.9 600 60.0 724 74,1 ago 58A 724 86.1 591 724 63.4 583 44.6 724 57.3 ST3 303 724 64.7 687 33.4 724 63.6 655 � J � �
BON 69.6 613 71.8 483 66.0 543 60.7 474 49.7 543 629 466 43.5 51] 47.1 460 36.8 543 128 462 W3 39.6 418 26.0 843 ]I.B 439 24.0 643 321 430 21.7 543 70.7 426 N O
98 N 67.3 ae 50.9 427 17.8 170 49.7 419 10.0 478 172 412 35.8 478 ]8.5 408 ]1.8 470 34.0 400 478 320 395 23.0 178 TB.I 780 20.5 478 26.8 300 17.9 476 712 776 N 1041n 10.3 317 11.1 341 33.5 377 34.0 DSS 26.8 777 70.0 730 70.2 377 25.5 325 22A 777 24.0 321 377 220 317 1H.B 377 19.0 310 14.1377 17.1 704 (A `- o
LU x
111 N 37.1 357 37.8 323 30.9 357 31.5 316 26.5 757 27.6 313 232 357 24.4 309 20.5 357 22.0 304 751 20.1 301 15.4 357 17.4 204 C
120In 29.3 We 20.0 279 24-1 706 26.1 274 21.0 300 21.7 270 18.3 306 182 267 18.3 300 17.3 2&1 --= U X Q O O
104 In I 17.0 212 172 1011 0
d 2� Zm�
TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anchor Ca aol Table Iba ANCHOR CAP.,,,,,,,,. 7
Su.Vate: 2.7kC0mrele 3.5kCono. 1101-CMU RIM CMU PT Wood Metal (DP,)X( �=ANCHOR CAP.,,,
RISE V4'SSEIco 6116'Elco 1N•SS Elco 910610d a12SIml tl1281ed MULLION CAP-„•"„"e•
AnchorClip Patterns Type' ]116'Eke NVaon 1q'Eiw URacm118'Elco Waacm 114'Ek0 BSrScm
AggnOelor UVeconElc A99ieGetu Bclex(Os)S<r6a(rtsl Screw 1051 USE THIS FORMULA TO OBTAIN THE'AN R
Edge Dtatarea(N7 1• 244 1' 2-11r 1• 2.12' 1• 2-IW 2• 3410 2• o.1e• 0.61• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
EMmdtnenl(N): 1.211. 1-214' 1.314• 1.94• 1-va 1-1n• 1.114• 1-v4' 1.114• 1.114' r I-W9• ta16• sal. ACTUAL PRESSURE REQUIREMENT FOR THE
2An0tan@43V MIn.O.4 I SieMmd or Onet CIO(Fq.162): 3900n 3901. 4501. Boo 163 270Ice 2601. 351163 74008 374Iba Sal Me 048lb5 3411. 442Ibs 560163OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchae Q 2.25'MIn.O.C.I Standard(or Chet)Cgp(Fig.31' 700 I. 7001. 580 Ib3 14101. WA 5601. WA 630 k* WA 8801. WA 602 Bn 0031. 11281. CAPACITY(FROM THE TABLE)OF THE SELECTED
BAMM.0i.iYMki.O.C.IStenderd(MOhe1)C11p(Fig.1Y 8601. 14001. WA WA WA 750&5 WA WA WA WA WA 13631. 1770 W5224o Ib4 MULLION.IT WILL YIELOAMWIMUM ANCHOR
4 Anchor.Q 3'Min.O.C./(21235 Angle Clips/(Fig.5): 7301ba 760 roe OW me 15601. 540Ibs 5601. WA 700 bs 740 I. Beg I. 10921. eel w Sas 1. 112/ CAPACITY WHICH MAY BE USED TO QUALIFY
9 Anchor C 3'AOn.O.C.I R)2a5 Angle Oil I(Fig.eta 11701. Z700r.
ZWA
23401. 810 N3 8401. WA 11401. f 122914 13201bs 28781. 1804 I. ADDITIONAL ANCHOR OPTIONS FROM THE
/Archom @ 0.15'MIn.D.C.I ll-0Ip,Inlo.125'ANm.(FIg.7): WA WA WA WA WA WA WA NIA WA WA NIA 1470 me ANCHOR CAPACITY TABLE PRODUCT'REVISED
2 Arctum®2.25'MN.O.C/F{Op(Fq.BY 350 W3 7051. 4181. WA 2801. WA ]151. WA 1401. WA 741 IQs 4421. 5601. as colnplyiu6 with 014 Florida
4 Anahor0 1.15'MN.O.C/Fap IFb.W)' 4BO Ne WA WA WA 7801. WA WA WA NIA WA BB31. 8851. 1120 the But ldinS Code 1(-621 ,O
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.000•
'1 �` Acapuicc too
ekpimlion Data/jpy l
TABLE NOTES: By
FIGURE I: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: Mmml do F% 1)1 81
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE \\\\ 1/1"
• • • • • • • • • • • • SHEETS 24 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. F:•'V\GENSF '•,�P
• • • • • • • • • • 000' =t't i ,••it
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW _
FIGURE 6: FIGURE FIGURE 7: '.l
SUGGESTED,APPROXIMATE HOLE LOCATIONS. •a' !6 (rc
fi: . � [[[111
• • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '.h STATE
• • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW 125" `�.�•,,!'!OR(DH. ,��;
SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125'THICK.STEEL /
EAST 17.S C\
STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT L .126'THICK /I r/1 BONN-1143
ANGLE CUP(FIGURES 586)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10 8 1'X 4"X.125' A.LYNN. /I�LER,P.E.
#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705
TABLE 7A
Mullion Capacity Table IbaMs
o
opening DYldth(for 7976ragy-spetritg mWiattS)arOp9ntng H•Ight(!at h9»zartety-3(tanni7lg muNpris) P� �
3013 a0 m 7o In 6o In 9013 loo m 120 In 1401n ISO M A.
tiedenguler T,WTdu%, Rec(sn0atar Trainmenp Reoi•W r TsWEfang. RMengWor Tla den Recisn p(T orp. Reclsnguh4 RWTnenX Re.ung,4u Tn1lAtrrg, Recimr IV TnprTBmp. lid i xd x.37d a D• Ag T7Uedianp. RIwdl.iat Tra n (rYf
Lowing Loednp Loednp Lowing Lwdng Laedrq Lnldng l.ondnp Laednp LooamB •Loedn@ lopdno Losdng Loadnp Lowing Lowing Lo ding Lowing 6x
Alum.Tube
p:"T" _ _ _ z _ Apr§M1 yr$ yag _ }1 yypp a®y _ zy6�_ a .z4S.•_ tp$ zgy_ _ prII r �
Mullion
d�yTy�$1• :3 �• 6 dg5� d Itll�gf' 41 � O �7 �t 04
•00
c dcKdo a' dtE 5K .'0 ¢ .:d15d 4 1 1 31 1d 3 Zd $ Z15 K Zv-
42m 1704 620 170.0 433 170.0 744 170.0 470 170,01 BEP 170.0 608 170.0 B82 170.0 610 170.0 1118 110.0 821 1170,01 1240 170.0 521 VO.01 1468 170.0 521 170.01 Im I i7o.0 621 170A 1083 170.0 521 O
4813 170.0 708 170.0 624 170.0 850 170.0 681 170,0 002 170.0 830 170.0 1133 170A 661 170.0 1276 170.0 877 170.0 1417 170.0 680 170.0 1700 170.0 NO 170.0 180.7 170.0 089 151.0 2024 1704 889 � �
50.828 in 570.0 747 170.0 683 4704 688 710.0 831 170.0 1948 170.0 884 1704 11OS 170.0 723 170,0 1343 1704 747 170.0 1494 170,0 768 170.0 1793 170.0 760 ib0.0 1918 170.0 7b6 138.8 1910 170.0 706 Rte' (/)
6413 170.0 781 170.0 811 170.0 @Se 170.0 091 170.0 1110 t7oO 764 170.0 1218 170,0 803 170.0 7414 110.0 037 170.0 1594 170.0 056 159.@ 1709 170.0 661 137.1 1799 170.0 881 120.0 179@ 170.0 881 LU 0 Q
60m 170.0 065 170.0 701 170.0 1003 110.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1694 110.0 696 155.6 1619 170.0 1033 USA 1610 170.0 1063 111.0 1610 170.0 1067 87.2 1010 170.0 1063 � (mp to
&1N 47R0 930 170.0 T{5 170.9 1116 1704 650 170.0 1392 170.0 1140 t7o,0 HBO 170.0 1015 158.7 1642 170.0 7078 141.0 1542 170.0 1122 177.5 t642 168.5 1168 100.7 1642 RITA 1167 06.1 1642 107.9 1187 � J
6013 170.0 874 170,0 18D 170,0 1188 170.0 003 170.0 1164 170.0 1002 160.0 1472 170.0 1060 142.8 1412 f5a.8 1140 128.5 1472 l5a.B 1130 107.1 1472 14LL 1'100 91.6 1472 146.0 111'' e0S 4 2 118.0 1104 ,S
721n 110.0 1063 170A 570 170.0 1275 1700 1029 i60A 1320 166.2 itOl 1320 1320 149.9 7682 117.3 1320 137.8 1068 i05A 13M 1266 1040 58.0 1320 117.0 109 75A 1320 i1Z.B 1013 08.0 13M inn 10,2
78m 770.0 1122 170.0 937 140.8 1764 159.1 7013 1282 1564 138.8 094 1122 1104 t2b.7 976 94.7 1164 116.3 964 89.8 7184 1614 982 71.8 1184 97.8 935 64,1 1154 93.1 927 56,11 1184 423 925
7e In 166.1 1124 170.0 BB% Isp.4 1121 147.0 685 116.0 1124 125.6 947 103.8 1124 115.8 931 02.3 1124 105.5 SIB 03.0 1124 9B.5 008 89.2 1124 09.0 680 $94 1124 64.3 681 51.0 1124 012 078 yQ1- J �
90 in INA 8" 111,5 750 80.1 044 94.3 736 77.2 1 82.1 774 67.6 644 73.3 7t2 60.5 814 MS 702 54.0 814 61.4 693 45.0 544 54.2 676 30,0 844 30.0 888 33.8 544 47.7 682
9613 84.1 742 95.E @83 74.7 742 77.2 652 83.8 742 871 841 55.7 742 59.6 631 421 742 64,1 922 44.5 742 49,8 814 37.1 742 43.8 600 STA 742 30.6 520 27.8 742 37.5 664 � to v BD a
yqq 8Co"r
198m 62.8 568 83.9 330 61,1 588 61.6 821 41.7 608 48.8 813 39.1 660 11.1 505 34.0 686 17.1 498 31.3 588 342 482 27.1 668 28.8 401 22.3 660 20.6 172 10.6 SW 11.7 488 to Cf> b°
111w 57.0 555 68.8 503 10.0 635 IRb 495 41.2 655 420 457 30.0 555 50.0 480 320 NO 34.2 473 28.8 555 31.3 487 24.0 563 27.1 457 20.6 555 24.3 448 1&* 336 22.4 142 � X Y X
120m 45.8 478 484 431 38.0 476 3@.0 425 328 478 33.7 420 20.3 47D 29.0 414 26.3 475 28.8 408 22.8 473 24.3 404 19.0 476 27.1 395 f0.] 47b 16.7 387 11.3 476 17.2 307 H:,. 7A
" X `= aa
1Mm 26.1 310 18,7 305 22.0 330 22.1 307 1aA 830 IR3 267 18.5 170 17.0 203
TABLE 7B
Ancher Caad Table Ib• ANCHOR CAPACITY ADJUSTMENT FORMULA: g m0 s.C7
subirele. 271Carcreto 3.51 Caw, "09-CMu FNWCMU PT7Nooa MeW (DP_)X{ANCHORCAP,,,,, !�ANCHOR CAP..,
5718'Ek0 tp'88 WGGew Sun Efco 114,69 Ek. 410 SIM 012 Steel •@ 81ad MULLION CA.P.,,„,,,,,,
AnehorClip Pattnle MehorTypa: irt6•EkOUibaem urEkoUl9acon IO'Ek Yl6•EkoUifrww 114'Ekoutlteem Ap682 UNsem AppraGnkr Samr(0.5)scmrtCSy Suaw7G5y USE THIS FORMULA TO OBTAIN THE*ANCHOR
Eape dsWra(mk r 1-lm r 2-1re• s-v8- 1• 244 r 2.11rz• 3•ve• 2' SAW 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
mh
Eednent link t-V4' tato` I-V4• I've r i-we 1414' t-114' 1.114' 1.174• i 1.114' 2' 1.318" I-W rani. ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anch9n®4.75 Min.O.C.I stundora or Otbet C9p(FIp.1E2k 390toa 3110103 450lbe NO Iba 164483 2/0100 280 lb. 3541b3 740 ms 374 lbs 864(us 948 to 341 lbs 442[be 680 Da OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anciwm 9 2a5•Mm.0,0,r sia+Na4a;ao3say Clip IFrp,3g 7m me 700 roeNo m3 141014 952 Bu WA 500Ibs WA pap fm WA No It- WA 652%6 8115 lb. 1120 fw CAPACITY(FROM THE TABLE)OF THE SELECTED
5 A9dgm®1.15 Mm.O.O,I Slendara(or 06oe0 Cup(Fig.4): 06013 14DO IW WA WA WA WA 7p01bs WA WA RIA WA WA 1353103 1170110 2240 IN MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Anctpts 03'Mi9 O.C.t(2)2s5An*Cin 1(Fig,bi: 79093 780 ms No We 1586161 7686 ds 549 ibs 586f00 WA T801bs 748773 Bao itu 1892 ibs 082 Ms BBS ma it2OIM CAPACITY WHICH MAY BE USED TO QUALIFY
B A chaa 0 3•MIn.O.C.t(212% Angle Clips/(Fig.By 11701b0 1170 The 1020 Bis 23/0 ibs 2814163 010 0u e/0 WA 1140 lb. 1122 lbs 1320lba 20]8lbs 1022110 1327 Iw logo lW ADDITIONAL ANCHOR OPTIONS FROM THE
4A. 0 0.45'M».O.C.1 ULiip,tnto.12Y AArm,;Fq,7}: WA WA WA WA WA tUA WA WA WAWA WA WA 704 WA 1430ID4 ANCHOR CAPACITY TABLE.
2 Anch-0 2.25 Min,O.OI F-alp n.all: 35o Ib3 350 m3 2901. 705 m3 470169 NIA 1Bo IW WA 313169 WA 1/O It3 WA 341 IDa 442164 1 560 lb- PRODUCT REVISED
4Amha301.IVMm.0,C1F-aIp(Fb.9y. 400ips f 015s I WA WAWA WA MO lb. WA WA WA WA WA 962 Ns 885183 1120lbs ns ewnplyiug wiM ida
aw Flta
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, Build ng tbd6
-�•� r.ofiz' �-- --1 1.oa6^ r•- A9«ixan4c74a i6-DZlg.o�
E pint Dote 1�p21
TABLE NOTES: By
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURE 9: 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Mium' 0 Fmdual
• • • • ♦ • • • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I I 1 I I I I I
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \����.4'{VYNN 41!417 71 1111
ti�\�4ti•:'af,EidSC •'•C"t i
• • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE q,000' 4.000' �•' '•;C ��
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Nu.507Oh
SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -_
FIGURE 5: FIGURE 6: FIGURE 7:
• • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACi 301 SPECIFICATIONS.HOLLOW AND U-
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE ;��•, l f LT u/`-
• • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OFO.65.ALUMINUM SHALL BE ...-
�� 6063-T6 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' ••�LORiO�'•' .1.9
• il .--J .375' ,375" i ..
THICK(i6 GAUGE).STRUCTURAL STEEL TO BEAT LEAST. THICK AND 436.ALL -y' 1� �1,5/C�
ANGLE cup(FIGURES 586)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 1'X 4•x.375' I 1'X 4"X,375" 11 rl,c (•')1..\\" 1��
ANCHORS INTO WOOD MAY BE STEEL,18-0 S.S.OR 410 S.S. 'T'•MULLION MULLION A.L7aVNIMILIE'f({,P.E.
FL P,E.#68705
TABLE BA
Muiifon Ca asI Tablo Ibsflld �
Opening Wldth(for velvca*spenkl mu6i0141)or Opening Ho!lit(for tnd2ontaltysperving Mullane) 3'
501n e0 N 701n 00 in 80 in 11001n 1201n HO in 160 34 4'j '
726"X Raeiaitgul.a T4p't 9a RaHanglty Tmp?8ang. Reeie-gatar TxapRBong. Rostan9utar Tgp7Tnang, P-wsJar Tmpririeag. Recurred. T.Priti nB Reermgutar Trap7T8ang. Rocs-r4N4a T pratang. R.-I.W1.1 Tre{YTAmg.
9.188"X Looding bading Loading Lowing Loading Loafing Loafing Loading Loading Loading Loafing Loading Loadng Loading LoadinO Londing Loading Loaft 0.x
.266"Alumfig' _ _ :(�('�
Tube Mull ` d ` � d e� � 1)c 8 9 �• T$ c CV
41 1 1 llli 2 z z
4214 170.0 020 170.0 435 170.0 1 146 170.0 476 170.0 1568170.0 500 170.0 092 woe Sig 170.0 1110 170.0 $21 170.0 1240 R0.0 521 170.0 1460 t701D 521 170.0 1735 17010 521 161$ 1780 170.0 521 IJJ
46 N 170.0 708 1700 524 170.0 650 170.0 584 170.0 092 170.0 630 170.0 1133 170.0 8151 170.0 1275 170.0 677 170.0 1417 170.0 660 1540 1546 170.0 680 132.7r1468
170.0 660 110.1 1540 170A 660 x
80.62634 170.0 747 170.0 683 170.0 806 170.0 611 170.0 1048 110.0 664 1700 1196 170.0 723 170,0 1346 170.0 747 167.0 1488 170.0 758 139.2 1466 170.0 756 119.3 170.0 766 104.4 1460 1700 7W
170.0 787170.0 6t2 170,0 956 1M0 691 170.0 1118 170.0 754 170.0 1275 170.0 BDS 103.1 1376 170.0 837 146,6 1376 170,0 850 122.3 1376 170.0 881 104.0 170.0 061 91.7 1378 170.0 001 LU34170.0 6011]0.0 701 170.0 1087 170,0 797 16x.9 1150 170.0 670 139.0 1150 187.4 030 123.5 1156 166.8 819 111.2 1155 1W,0 812 02.7 1156 144.6 905 70.4 1HA BOi BB.d 1150 144,6 005 W t0
8314 570.0 Bag 170.0 745 food 1051 170.0 050 137.2 1051 155.9 862 120t 1051 142.0 848 106.7 t951 132.3 637 96.1 1051 t25.7 830 60.1 1651 118.5 822 88.6 119.1 821 150.0 1051 119.1 021681n 167.1 957 170.0 7e9 139.1 967 WA 805 119.4 057 134.0 790 104.4 957 121.8 771 924 957 112.0 767 83.6 957 106.6 759 69.8 057 100.0 750 59.7 98.9 'R8 522 957 0114 740 Z7214 128.7 604 1351 608 107.3 804 1162 664 91.9 804 101.3 671 80.4 004 914 680 71.5 504 64.1 650 54.4 5% 768 843 634 604 72,3 633 40.0 eg.0 829 40.2 004 69.0 826 -2 5 �
781n 109.4 722 114.4 630 91.2 722 07.2 610 702 122 80.3 686 68.4 722 70.7 $96 60.8 722 70.3 508 54.7 722 9.5 580 45.8 712 59.6 670 39.1 722 66.7 565 34.2 722 68.2 564
S let. 101.2 685 105.0 1500 54.4 605 We Me 723 085 70.5 777 63,3 1585 70.6 068 66.2 805 04A 560 646 ON 60.1 553 42.2 603 64.3 643 38.2 685 51.4 537 31.0 em 00,7 53o � N
901- 65A 615 88.0 467 644 515 67.5 449 47.t 516 50.1 441 4t2 Me 44,7 434 36A 515 40.6 426 33.0 576 37.4 422 21A 516 31.1 03 23.5 515 305 407 20.0 515 29.1 404
34';
96 In 64.3 453 554 404 45.3 463 47.1 307 30.8 453 41.0 391 334 453 30.4 353 30.2 453 33.0 379 27.2 453 304 374 22.6 483 20.6 308 10.4 453 24.3 We 17.0 463 229 358 � 03 ii � O
108 N 16.1 356 39.0 123 31,0 358 326 316 27.2 350 25.4 113 2].8 356 23,2 300 212 356 21.7 104 10.1 160 20.6 380 16.9 368 1e.0 293 S
fh
11134 35.1 336 35.0 306 20.3 330 341 181 25.1 338 28.1 197 Z20 338 21.2 293 18.6 338 20.9 269 17.8 338 19,1 285 lY �(
12014 27.8 200 28.3 264 13.Z 190 13.6 260 10.9 291 IDA 258 114 29p 102 253 iM 290 16.4 249 �-
144 N 16.1 201 163 169 C.3 Q p 0
m
TABLE 88 0ul
ANCHOR CAPACITY ADJUSTMENT FORMULA: (r
AnchorCr ec! Table lb. ANCHORCAP.,
Sureuale 2.7a Cors Me 361,Corr. HOW.CMU FOed CMU PTWvi
l (DP,)X( )=ANCHOR CAP...
916•tiro V4'S5 EXo 91C Eso V$9$Elro 3470 StePJ eel MULLION
Anch0rClip Pattern* '" � 3f1C Elca fmram UP EKoukracon uMRon &i6•Elco UBfacoO 114 EkoUkracm AogoGma UBrdcal AggraGetar Scror(C•8) SOON(G15) USE THIS FORMULA TO OBTAIN THE*ANCHOR
Eawristame9n) V 2-117 1" 2-112' 3.119' 1• 2.112 t• 2-Ur 2 3410'• 7 0.48• 4' CAPACITY REQUIRED"CORRESPONDING TO AN
Emt sonmt n 1374• tsu• 13V- I-W 2- t•V4' 1414' 7.114• 1-fre 1.114' 1.114• 7 tare' s ACTUAL PRESSURE REQUIREMENT FOR THE
2Anchas 04.76•MIn O.C./SI4WadaOkel COplflg 11 390 k1a 341 ros 450ms 69096 1644 Br% 270ros 200Rn 35444 Ido04 3740% 66.4166 946Os 34110% n OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anth=01.15•Mkt O.C.t 81ax1ard(or CtDaS}C ¢Ig 2) 480 to$ 700¢a N/A WA N/A NIA 360 ks Nut WA HrA WA IVA 60244 845 as 112-1ce CAPACITY(FROM THE TABLE)OF THE SELECTED
dArctgrs®3"Mh.O.C.I(ZJ 2c5 An01e C9pa71Fl99) 700 ibs 780:0% Me los 15M04 INGM0 5401bs 560 the NIA 760106 746 bs 880 ftte929s mzro3 005 es I'm Its MULLION.IT WILL YIELD AMINIMUM ANCHOR
4107s1aX3@t0.45•MN.t3.C.JUC�r.imo.1217 Akan¢IO 4) WA WA
N/A WA N/A NIA WA NIA WA WA WA WA NtR WA mmu CAPACITY WHICH MAY BE USED TO QUALIFY
t ArXhOr/FC9p(Flo sl 196 Ns 188 Im a5 os 446 Rs 671108 135 bs 14098 1771b% 37010% 167 bs 332 Me 413 Nt 17194 2212. 26110% ADDITIONAL ANCHOR OPTIONSFROMTHE
2Atsttx501.16'MIn O.C1F4:8 6Y 240 ws 950&1 JVA WA NIA WA 190 to NIA 1 NIA WA WA Sit ID% 442110 Soo res ANCHOR CAPACITY TABLE. FRODIICT REVISED
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. av OWICcovilAyn6 EVI 349 Pluida
Building Code tiro"172113
FIGURE 1: FIGURE 2: TABLE NOTES: I-^1.250"--1 Acseplarlce Nb s• .3
i . ey;7-14-11 Date� 162f
• ` 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION B
ON LOADING,SEE SHEETS 2«1 FOR GENERAL INSTALLATION METHODS. Min rm o Product
\11111!4!
FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE ``���qty{ IYNA'jyl/�(ANGLE
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.198' ` �.•'ytOIN,Y `•Q
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS F'• j;
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 286, PIU,59705
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND =
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 000.WOOD SHALL --t•)•••. O Gp;'[j
FIGURE 4: FIGURE 5: FIGURE 6: •BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE F ��}•'.• S'4'114'U ,�!!-1'
4'E 6063-T5 AND BEA MINIMUM OF.126'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND - '4'r,•'•.,AL UF101*.•',C•�'"'
1.25'X 3.188'X.265"MULLION ••
4jM * .045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL MULLION
114'Y
1- F )
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ( �1,1s�`�
171 0 8 1112 ANCHORS INTO WOOD MAY BE STEEL,19.8 S.S.OR 410 S.S. L��'(
A.LYNN L'11 P.E.
FL P.E.#58705
TABLE 9A + !9
Mullion Ca a.ity TBblo(Ibelfel
Opening Width(for verticaly-6par"rlg mullions)or Opening He lit(for horizontally-apamllg mU6ons)
50N 60 N 70 In 801. DO N 1001. 120 N 1401n 160 N �•
R.1.90.1 -TIop/Tdan9 R.I.quhl Tmp/Tllanp. R.I Incr Tnprild n0. Rect-pular T.PrTd n9. IlaelenWl4r Tn .ane. R...Wlal Tnp'T.en0. F dl gultr TnprTdenD. Realanww ho 1tn. Rode O
1.25 N 3.26 PIT LOO
a .pular TrL dtn9. a 0a�r1
LoeeNp Lwdn9 Lw4N9 la.dN9 La4dNLw9rq Loading' IAmN9 LwOrp lwdiq 1padip lrwdiq Lwdrq loadnp LwdNp L.adin9 LwafnD La6nB
g.100 nD¢ aa4 ytp• 'gpn.
Alum.Tube
Wilton
2 f 2 i 7 2 i 9 Z6 S i d 2d 2d �C Z@ S i i Z � m fn
42 in 170.0 820 170.0 435 110.0 744 170.0 478 170.0 066 170.0 506 170.0 992 170.0 619 170.0 1118 170.0 621 153.7 1118 170.0 571 127.7 1118 170.0 521 109.6 1110 170.0 521 95.6 1118 170.0 521 O F
48 N 170.0 700 Ilea 621 170.0 650 170.0 601 107.8 918 110.0 6.70 148.1 Did 170.0 661 130.4 978 170.0 677 117.3 918 170.0 680 97.8 978 110.0 000 87.6 616 170A 600 73.3 678 110.0 880 u7
80.67561 170.0 747 170.0 683 170.0 806 110.0 631 150.7 921 170.0 061 131.0 921 160.6 708 117.7 921 159.1 690 105.5 921 160.3 890 61.9 9'221 166.3 685 75.4 627 156.3 895 65.9 027 1563 885 ul
�R
64 In 110.0 707 710.0 812 154.5 B60 170.0 881 132.5 068 163.8 683 176.8 809 141.0 680 103.0 609 134.0 600 92.7 069 128.8 654 77.7 869 128,8 652 68.2 us 118.8 852 57.9 089 126.8 652 w 0� Q
60 N 143.2 746 163.0 631 119.4 746 132.3 070 102.3 748 117.6 805 00.5 748 107.6 599 78.6 746 101.0 691 71.6 748 08.8 687 59.7 746 93.3 583 512 746 93.3 563 44.0 118 90.3 S83co
111, 113.7 677 132.0 579 103.1 677 113.7 566 68.4 617 100.1 655 77.3 577 91,1 646 88.7 677 552 539 01.9 871 61.0 534 61.6 617 77.0 620 44.2 677 16.1 529 38.7 577 787 529 h U
O J
66 In 107.6 617 114.1 510 89.1 017 97.6 510 78.9 811 68.3 509 67.3 611 78.3 J24.
17 17.6 494 63.6 617 66.1 459 44.8 617 64.4 483 38.4 611 63.7 482 33.6 617 83.7 481 d 7
121. 62.D 518 07.1 450 80.1 610 742 440 50.2 610 65.2 432 51.6 518 68.8 1B 54.2 410 41.4 518 50.7 414 34.5 616 46.6 408 29.6 518 45.0 405 25.9 SIB 45.0 405 Z (n i
78 in 70.5 465 77.7 406 58.7 465 62.0 308 50.3 461 61,9 380 44.1 465 49.4 85 45.3 378 35.2 405 42.2 374 2DA 455 38.3 381 25.2 465 36.5 361 22.0 405 30.2 303 {$p$1 W
IS N 65.2 441 68.0 367 54.3 441 57.7 379 48.8 441 50.8 372 40.0 441 45.4 11 41.6 380 316 441 38.7 356 27.2 441 34.9 NB 23.3 441 33.1 346 20.4 441 32.7 345 J 41 Z
00 In 42.4 332 43.8 296 LSA 332 37.0 289 30.3 332 313 184 26.5 332 28.8 332 26.1 216 21.2 332 24.1 212 17.7 332 2I.3 180 16.2 337 19.0 267 133 332 16.1 260 ¢ C4 r
O Q C
BBN 35.0 191 35.9 200 70.1 701 30.3 268 76.0 701 78A 267 21.9 791 23.8 201 31.7 214 17.6 201 10.6 711 N.B 791 17.1 T3B 17.6 201 I5.0 732
108 In 21.0 730 26.1 708 206 730 21.1 706 11.6 770 16.] ?Of 15A 730 10.7 xZO111 N 220 110 73.1 197 160 ?16 IDA IBI I81 210 18.6 101 11.1 210 11.9 CV rb
120 In 17.0 1., 182 170 K9 IBI 16.3 187 M
Of x
0
TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: h °[Y
Anchor Ca act Table(Iles)
NolowCmu FAWCMU PTYvoo4 Metol
ANCHOR CAP
1.7kCwcrcle 30N Cox. (DP-) )=ANCHOR CAP..,,
5MV EIw 114'86 El w 6118'Efoo 114'SS Eko 910 SIeel 912 Steel 012 Steel MULLION CAP.,,,•,••„
Mchw Typo: 3/15 EIw Ulfa.on 1/I'Eko UlUmm 3115•Eft UOncm 111'Elco U11-n ( ( 1 USE THIS FORMULA TO OBTAIN THE'ANCHOR
Anchor Clip Patterns UAmcw A..C.t. ull-n ADQenetw 8alew G5)SorM 05) 60raw 05
Edge Dist me(In)' 1' 2-112' 11 2-11r 3-IW 1' 2-1/r 1• 24M r 3.116' r 0.46• 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment M, 1-3ra• /3/a• 1-314• 1314' r 1-114' 1-114• 1-114• 1-114' 1-114• 1414• 2' 1318• 1318• vadat ACTUAL PRESSURE REQUIREMENT FOR THE
2 Amhm04.75"MULL O.C./Standard w(Meel glplFq.tl 390118 3906. 450!be 8901.. 1844188 270 ma 280 Me 3541bs 740 GA 3741be 684 n- 94810. 3419. 4421w Seo. OPEN ING,WHEN IT IS LOWER THAN THE MULLION
!Andra.®1.15 Min.O.C./Slendard(or Olbet)qp(Fq.2l 400 W 700 Vis WA WA NIA WA 3801bs WA NIA WA WA WA 662189 585164 11201. CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Arkhon Q 3•Mn.O.G./(7)215 Male pips I IFq.Jl 780 be 760108 8B0Ida 15e01be 1896 W9 540 On 5001ba WA 760 Ib. 746 floe OW P. 1 18921. 6621. 6B51bt 1120 H. MULLION.IT WILL YIELD A MINIMUM ANCHOR
3 Amhwt Q 0.54'MIn.O.C.I U421p.Nb A00'Alum.(FID.4). WA WA WA WA NIA WA WA WA NIA WA WA WA WA WA 950 be CAPACITY WHICH MAY BE USED TO QUALIFY
1 Arch rl F47q(M.01 IMM 1951.8 2261.. 445 We 072 Ip 135 b. 1401.1 1771.1 370 1b. 1671bt 352 Ya 4731.1 170 IN 221 Iba 2801.9 ADDITIONAL ANCHOR OPTIONS FROM THE
2 Amba. 1.15'win.0.0I F47p lFq.B): 240 Da 3'A IDe WA WA WA WA 1BO t✓b WA NIA WA WA WA 341 Pot 4421oa 5601.1 ANCHOR CAPACITY TABLE. PRUDUCPgwithREVISED
m complying with BIO Florida
Baildutg Code
NOTES
FIGURE I: FIGURE2: 1.250' Aecepl_ N0
TABLE : Lepi;mwim Dale
• • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By
MI Duda hoducl
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
1111
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \��v ,� 1.Yt\N/.,�
FIGURE 3: 3.260'
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE ; �vGl_NSg •. h1 ;
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS •` •• jr
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, 'r• NO.5070:1
IN PAIRS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 100, f--
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL •'J '., y g U,7
FIGURE 4: FIGURE 5: FIGURE 6:
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE �T' �,y-�1'.(-: f� SIJ:
• • 6063-T6 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND )
nig'•.,FLORIU�`.•, ..`,.
.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL %\• ,,... .,\
• ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25 MULLION 100'
#10 8 02 ANCHORS INTO WOOD MAY BE STEEL,1 M S.S.OR 410 S.S. A.CYNI M
NILLEK RE,
•
FL P.E.#58705
TABLE 10A _
Muillon Capacity Table Oba4e) pp� 15
Opening YddBt(for vertico"pat"no moions)orOpaning Height(lot hol)2oritaYyspenning ma41iom) A x}4y�
SO In 60 in 70 in BO in 901. 100 in 120 M 140 In 160 in i26xJ26 gTnpTtiug. RactanP4ar Toptiriaag. Retianoutar Tnp/rdang Roctugviar Ttaplldaag. RatungA r 7n p/TW o9- Ractuguhr Trwhia.g. Ractengntat TrapRdang RalanguW Trapfrdang. R.1.1dar TrapMlaug. INI
X.
.624 Looting Loading Loading Loading lnfdig Loading Loading loadlag Loading Loading loading Loading Leading Loading Loading looting Loading Loading
ALUM.
ulllonba .- £ � - s� a i- -£ s -�', f- .s .g €� ---.- .E� .s.. fi �'.. .g
$ a� a a1 1 eE IA !} a$ 1G 3 �€ a ea a �� � �� a €� � $� a �� � es a iF� & tt� � "e� � �� N
F g $a s ss S a 3 a5 I� as $ $ sv $ s 5v I $� s �% cn V10 3t)
x a �� as �a sa a as p �a 41 1� xa 1 is �� 1 2 as 1� as �� fa �� 5a :9 f a- as a fa Z H�a
421n 110.0 620 170.0 435 170.0 744 170.0 476 110.0 NO INA 606 IN 992 1704 519 1110 1116 1104 621 1704 1240 170.0 621 1709 1468 Vile 621 170.0 1735 1700 52t t144 1983 170.0 521 0
4e In 110.0 708 170.0 521 170.0 650 170.0 564 11D.0 992 170.0 630 170.0 4133 170.0 661 110.0 1275 170.0 677 170.0 1417 170.0 980 170A 1700 170 0 660 169.7 1919 1700 sea 148.6 1979 170.0 660 -j S
SOWS in 170.0 747 1704 563 1704 896 110.0 631 ilea 1045 174.0 684 170.0 1195 170.9 723 170.0 1341 1704 747 170.0 1494 170.0 754 1700 1793 T70.o 766 152.5 1477 i7O.0 766 133.5 tell 170.0 766
641n 170.0 191 110.0 612 170.0 956 110.0 691 170.0 1116 170.0 764 170.0 1276 170.0 603 170.0 1434 170.0 037 170.0 1591 1700 BSO 156.4 Use RDA 861 134.1 1759 170.0 061 117.3 1759 170.0 561 LU O )^
60 In I70A 885 170.0 701 1Ta.0 1063 170.0 797 1704 72/0 I7tl.0 470 170.0 1{17 170.0 911 101.1 to
1511 170.0 996 115.0 1511 1700 1033 120.0 1511 170.0 1067 1036 1611 1700 IOU 90.6 1511 VOA 1063 U) crO r/)
pin 1709 939 t7OA 746 179.0 itis 170.4 859 170.0 1302 170.0 940 166.6 1310 116.0 1015 1392 1370 t7O.O 1076 125.] 1310 1614 1482 SOi.t 1776 155.9 1072 01.5 1370 155.3 4070 78.3 1370 465.3 4070 W -4
661n 110.D 974 1709 789 170.0 1169 170.0 903 155.6 1240 170.0 1002 1362 1248 160.6 101] 121.1 1219 147.1 1000 108.9 1246 139.0 969 90.6 1248 1304 9H 77.0 1246 129.0 976 68.1 1246 1294 975 Z � m
721. 167.8 1049 1704 978 139.9 1049 160.2 892 119.9 1049 132.1 016 tO4.5 INS 119.1 ON 932 1049 109.7 048 83.9 1619 fOl1 $38 69.9 ta43 113e2
89.9 tO49 912 820 62A ISIS 91.1 820
76 in 112.7 911 N9.1 672 110.9 941 126.8 805 101.9 811 111.2 791 892 941 1DD.P 717 19.7 911 91.1 766 71.1 943 e6.5 157 59.6 9N 61.0 911 74.0 777 44.6 911 73.7 736 G
781n 132.0 091 137.6 7p 110.0 094 116.9 767 911 091 102.1 763 52.6 094 91.9 740 73.3 694 B4.1 730 66.0 894 76.3 721 65.0 B94 17.1 ON 67.0 101 41.3 091 66.1 p5
90 to 85.9 all 8671 595 11.8 671 74.9 585 614 671 55.3 6T5 53.7 671 50.2 565 4777 671 62.9 660 43.4 671 58.8 531 350 671 30.7 671 39.7 331 26.9 671 37.9 625 Z tip Q O3 O
961. 104 550 12.8 627 69.0 690 61.4 510 60.9 390 634 Sea 44.3 $90 41.6 602 39.7 690 43.0 494 36.4 590 39.6 408 29.5 690 25.3 690 N.E. 109 22.1 580 29.6 161 F x.0Z
tOBIn 49.7 466 60.0 427 41.1 tfi6 216 4W 31,6 4d6 ]7.5 508 361 566 73.9 1St 21.6 466 29.7 395 24.9 466 27.1 39t 20,7 ISE. tL6 46b 21.2 J75 15.5 566 19.6 370 rq N 17 m0 m
1fl In 46.0 441 46.7 4DO 702 441 191 323 32,1 441 34.1 307 28.6 441 30.2 382 25.4 441 27.2 376 229 441 24.9 371 19.1 441 16.4 Mt 19.3 Me 113 411 fiJ 351 Wr1201. 363 370 35.9 343 30.2 P9 719 339 251 770 268 734 22.1 378 23.7 929 20.1 371 21.] ]75 18.1 778 19.5 771 15.1 378 X x `�
144 in 259 262 212 242 17.6 262 179 239 15.0 262 7573 236 L) N
T BLE 108 ANCHOR CAPACITY ADJUSTMENT FORMULA:
AnehorCapadty Table fibs)
S.Mrraia z.7k[brcnle sea COX. Hallow CMU FMOCMU Prwow Mete+ ANCHORCAP.,,,,,,,�
(OF; )X C ,=ANCHOR CAP.,,•
&16'Elto v4•Ss Elco&IS'Ek0 11e SS Elm Ito S10tl a128IC1 412 elrsl MULLION CAP., ,,,,,,,
AnchorClip Patteml Anchor Type 9N7'Elcololowm 1r EkoUOocodl U018cD0 Y}B Elco ulmm Ile F3c0UOrMat
Aggeaator Uuacm Ago.GdtS #10 Si m)Stray(G5) strew(tam) USE THIS FORMULA TO OBTAIN THEANCHOR
Edge 0131arce n) 1, 1 2-v2* 1 r 2-1r 3-Tre^ 1• 2-vr r 2-1r r 34fB• z 0.48• 0.61• 0.3W CAPACITY REQUIRED"CORRESPONDING TO AN
Ennbedowt n lateg.' N
Iq' ta7r r 1-v4• 1-Ve 1.14' 1-vr INC 1.44• r 13'8' tea' vales ACTUAL PRESSURE REQUIREMENT FOR THE
2 AmwmQ 179'Min O.C./sianea0 oroaet Cop(Fig,1) 880®6 1DS WOW 1611 Ws VOIDS 2930. 3640ri 7401b6 37409 6649. 945 LOS sit q42 ms Sd41m OPENING,WHEN IT IS LOWER THAN THE MULLION
4AMWIQ t,lY Mh O.a/Stacholior Dftt)Cpp OTg 2) 480IDs A WA MIA NIA 3801444 NLA WA NIA WA WA f9Y2 tbs 88504 1120M CAPACITY(FROM THE TABLE)OF THE SELECTED '
4 Amhm®T Min.O.C./(2)215 Atgle Cops/(Flg 9) leoW 1Df 1660100 INS 540W 560 the MIA 7601bs 7480» em Ioa 1092164 6929,6 BBE.Us 1120 me MULLION.IT WILL YIELD A MINIMUM ANCHOR
3Atctm QO.54'MOt.O.C.tUCiip,9No.10P Assn. g;) NIAA WA WA NIA WA NA WA NIA WA WA HtA WA ow to CAPACITY WHICH MAY BE USED TO QUALIFY
1 ArchOrl FCtlp ff1g 0) 19m IDs Ins 445 Los 8221D1 is$IDS 140101 17106 310106 tel Ids 332101 /79116 170 WS 221 IDs 280 Wo ADDITIONAL ANCHOR OPTIONS FROM THE
2 AnCoM(a 1.15'Ma O.CJ FC it4 210 Ds M WA NA NIA SW an NA WA NA WA WA 3IT IDs 4429E 660 SDs ANCHOR CAPACITY TABLE. 1•R(k)U4"f REVISED
es complying with Ibn FtDFWN
FIGURE I: FIGURE 2: Dail P g Coda 16-bzt8•ds
TABLE NOTES: 1.250' Exeimtion Oma t )
• • + 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By
ON LOADING,SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. M(mn' °� �
t11111111r
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \` �^{LYNN
FIGURE 3: � �C)•,...,• z
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250• S ••tinErlsr< 3
CLIP MUST SHEETS 21.23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS t '
BE USED SHOWN ON SHEETS 21.23-FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Pio.:it;10•�
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 U'• �I !o 1.C1
FIGURE 4: FIGURE 5: FIGURE 8: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE __ .Bj4• ;�� '•. ;}1174 T4: I• "
• «
6063_T6 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND _ ;�n''••.rG(34t1D�;''
+ .D45^THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126•THICK AND A36.ALL . •St.'••••••'
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25•X 3.25'X.624^ `SII t•lt.`)(,J jai;..1%t}t
1110 81112 ANCHORS INTO WOOD MAY BE STEEL,18.8 SS.OR 410 SS. MULLION //f
A.LYNnInflLL��,P.E.
FL P.E.#58705
TABLE 11A
Muillon Capacity Table(ib■R12)
Opening Width(forwrlica 0rx(rpmND4s)or Opening Helyht(b1hO71zOrie0yspenNng 800603)
501. 601. 1017 BO in in 100 in 12D In 1401. 160 in ..�
i4 Q
116x3.04 R4a4ugWar T7ap+frisng. R.nrag,du 7 pl7dsrgj. Reasa9Wu T1afJidsa9. Ro<faap4sr TmpTds,g. RscfanOWu TraptJri3n6Renangan irapTdsrg. Rans,g0yr TnpTdang. Rane,gasl Rap?danp. ArclaaOax Tap7pianp. p 0.
Looks Wdinl LosdnO Laadmg loading L..Wo wato Lm4n9 Laad'e0 L.aaaO Loadng Loading Larding Losd'ng lasdirg U.dW4 L4adn0 Loading 6X
x.624 6
Mullion aTlllk -11-111
.-- .. .-. ... - .� -.13 � iH � t�{1li' g�€g . {PCCccyiyy gy� _1 .6)E % � j 5 53 y 55 .6 5i �' � m?� 4a2fa � a € € f& Ji� a € a3> �a � �� f �a €a � a € fafa3� �a �� aa � $a z 417
421n 00.0 620 170.0 435 170.D 744 170D 470 170.0 666 170.0 606 170.0 592 170.0 519 110.4 11% 1710 521 170.0 1240 170.0 621 170.0 1466 into 621 170.0 1735 1710 $21 170.0 1963 170.0 621 O y�'j
401n 110.0 705 110.0 524 110.0 050 170.0 564 into 992 1140 530 110.0 1133 170.0 661 110.0 1216 170.0 617 170.0 1411 170,0 660 1700 1700 170.0 Me Ilea 1963 170.0 "a 110.0 2257 1701 Set � �
60.6261. 110.0 141 170.0 so 170.0 896 Into 631 Use tots 1708 684 170.0 1195 116.0 123 170.0 1345 1701 747 170.0 1494 170.0 US 170.0 1793 170.0 766 170.0 2092 110.4 766 t70.0 2391 110.0 756 � Q'S (n
641, 110.0 197 170.0 612 110.0 956 170.0 691 1704 1116 110.0 764 110.0 1215 110.0 003 110.0 1434 110.0 037 110.0 1594 170,0 056 170.0 1913 110.0 061 1701 2231 1100 661 150.2 2403 170.0 661 LU O 1�
tb O )-
601. tra.0 as 170.0 701 170.0 1063 170.0 797 170.0 f240 1701 are 170.0 1417 110.0 044 110.D 1594 1701 996 170.0 1711 11010 1033 170.0 2126 170,0 lost 140.3 2153 t10.0 1063 129.8 2153 170.0 1063 ch
U) Cn
631, 170.0 930 110.0 745 1700 1116 170D 860 170.0 1302 t10A 940 INS 1460 1700 1015 INS 1673 1101 1076 170D 1859 ITOA 1122 1559 2060 00.0 1169 1345 2060 1704 tilt 117.7 2060 1701 lilt J
66 In 170.0 974 110.0 769 1760 1169 110.0 903 110.0 INA 170.0 1002 1101 1650 110.0 1086 INA 1753 170.0 1155 170.0 1948 f70.0 1210 1430 1966 170.0 1216 122.6 1966 1110 1286 101.2 1966 170.D 1206 Z (Lz° }
72in 170.0 1063 170.9 818 1700 1275 170.0 lose 174.0 1466 170,0 t126 110.0 1100 176.0 1228 154.1 1134 into 1315 1]8.7 1134 169.6 1386 116.6 1134 t569 1364 99.1 1T34 150.4 1]52 56.7 1734 150.2 1352 J g. $ }
761n 170.0 1122 1700 937 1701 1346 170.0 1080 ISIS 1556 170.0 1209 1414 1566 166.2 1285 131.1 1556 1515 1266 117.9 1566 141J 1261 983 1658 128J 1279 N1 USS 1223 1219 73.7 1666 121.2 1716 M M 01170{ LU
79117 170.0 1161 170.0 967 170.0 1381 170.0 1116 155,9 1417 169.3 12/6 1361 1477 152.0 1221 t211 1477 139.1 1706 109.1 1477 129.6 1191 90.9 1477 116.9 1169 77.9 1.71 110.0 1160 65.7 1171 109.7 111. Q •d,
Sola 142.0 1110 146.5 986 115.4 1110 123.9 968 101.6 lilt 1079 961 88.8 11 t0 98.3 036 78.9 1110 87.S 922 71.0 11'0 60.1 910 S92 1110 71,3 891 60.1 Ills 65.6 We 44.4 1110 52.7 070 Q
to
961h 117.0 915 120.3 872 97.6 975 IO1S 066 93.6 974 80J 642 732 976 76.S 629 654 975 111 017 SBS 976 65.4 607 46A 916 61A 109 11.1 915 623 176 366 975 493 761 � x Z �
1081. 82.2 171 84.0 6% 69.6 771 70.7 615 68.7 tri 613 674 SIA 771 64.3 SN 467 Ili 49.0 666 411 771 44.9 641 1..3 771 38.9 632 29A 171 35.0 621 2SJ 771 32.4 612 [n 'T q .00
�r
IM. 75.7 130 R3 661 63.1 730 65.0 650 64.1 130 56.3 640 47.3 130 41.9 631 42.1 730 45.0 622 37-9 730 41.1 611 ]1.6 730 35,6 500 271 130 ]1.9 684 21.7 730 213 MI C� 0i
120117 59.9 524 61.0 569 49.9 624 612 660 42.0 624 44,] 652 31.5 624 39.7 1.4 31.3 524 35.3 577 30.0 621 32.2 671 25.0 624 71,7 619 21.4 62A 24.6 609 15.7 624 22.6 501 x
N{in 1..7 133 ]5.1 400 20.9 {33 291 305 24.0 433 254 390 21.7 4]3 22.4 305 f9J 433 291 381 17.3 433 182 316 N Q }�•
TABLE 118 Z A v 3
ANCHOR CAPACITY ADJUSTMENT FORMULA:
AnchorGpeclty Table(101) - $1'X mD=
ANCHOR CAP.,,,,,,,
saoaimle z.7xCarcrae 36xcax. NawxL74u FlUadCMU Frwaa 11031 (DPa)XC ).ANCHOftCAP.,,,
Yt0'EICD 174•SS Eka 1416"Exo 174'SS Dco NW Siad N12SIMI #12 Shat MULLION CAP.,„„,,,,,
AnchorCllp Pattern* Anc7'°-type. SIS Elco uttncm 11P Ekollltacan u � 3rts r3coutrsm v4•Ekoulrecan ��4 Littman A4gn:Mor Scam Scre.(W) sum(MI USE THIS FORMULA TO OBTAIN THE'ANCHOR
Eaw t251eree 0n) r 2-11z V I 2-117 3110' I- 2-102' 1• 2-172, r 3.176, r r-
.L�
064 0,324• CAPACITY REQUIRED'CORRESPONDING TO AN
Emn'Onu1f n 1,74' VT4' 1514' 1-Y4• r i-114• I-vr 1-114' t-vr 1.114• 1.174• 7 i'vir vines ACTUAL PRESSURE REQUIREMENT FOR THE
2 Alxhon 4.78'Mln O.C./SIBMOiO ar ODse COp Oig 1) 3B0 ms 310 os 450 ms a901s 1614 ms 270 ms 2W is 3U is MOMS 374 ms 664 Its 946 9s 442 ft 660 an OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Amli s@1.15'MIrt O.C./Standwd(w CrAet)C3p Ing 2t 48DW 7001s NIA WA WA NIA 380 Z6 NIA WA Nu WA WA Sas ms 1120Ioe CAPACITY(FROM THE TABLE)OF THE SELECTED
4Afeixxs®a�Mm o.c.7(q a�6Arolec 71Flg 78003 700 ms 600803 1511 foe 189605 Noms 687103 NIA 76400 7460s Geo mB 1092 On 0M5 ms 1120103 MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Amhm 0,54'Mm.O.C.t Utap,Ido.100'Atom f71A 41 NIA WA NIA WA NM NIA WA NIA WA WA WA WA WA 1267 We CAPACITY WHICH MAY BE USED TO QUALIFY
I A1klnrl FClp(RO ST 11665 105 ms 2260s 44563 822 Os 1350s 14016, 177 les 3701ts is7 Ds 33203 473108 22108 2Bo Me ADDITIONAL ANCHOR OPTIONS FROM THE
2Anctnp 1.1S-W O.CJF 74065 350 D3 NIA WA NtA Nu 19003 N7A WA WA WA WA 44206 6609s ANCHOR CAPACITY TABLE- PRODUCT REVISED
ar comply(nb with Ilia Flm*b
1.250" UuildhisCode Ifo-0218.•0
FIGURE 1: FIGURE 2: Accerdmice No
TABLE NOTES: Expira'on Data 912)
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By
ON LOADING,SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mi Dada ProduM'
.111111111
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
FIGURE3:
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94"
CUP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Y
S BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. • )„<1.511705
IN PAIRS. 4)SUBSTRATES.CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND Jj JJ
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL •a ,� l•O L�j
FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE --T 1 tifhtE 0: .,I,u
5063-T5 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND 624' (� ..=•
.045'THICK(15 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND 135.ALL51St..........
`•t•�.�
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, J''"; ^
#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,161)S.S.OR 410 S.S. 1.25'X 3,94'X.624' A.LYNMMIL�A,P.E,
MULLION FL P.E.#58705
TABLE12A
Mullion CaPacitir Table fibeftelOn:Opening Wltllh(for vaNralry-9permlllg minions)or Op ening Height(tor hod Ity-sperWng minions)50N 601. 70N 80N 90 in too in Min 1401n iao to R� u hepTAane. RoalanyJet TreytA•n9. RadmOulor TialYTnen9, RechnpWr T-WI-O. Recf.Wg Tfaprld a. ReNrnlpdor Tregrion@. Recleng•der TfWTdan, Rectonpdat AoprfAanp. Rectan@Wr Tr-W'ine8-2 x4ic.2b g t.0aalna Loadng LOadng Lending L-drp toadrp Lowing Loadn9 U d.0 L0•dng telding L0San9 Loxda9 Loadng L.4.0 taadng Lowing tI
Alum.Tube .
Mullion d dY
� f� -i Tm,it j,T, �, 11 � �
11 -!1 TH, I I
421n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 00 170.0 608 170.0 972 170.0 619 170.0 1116 170.0 521 570.0 1240 170.0 521 170.0 14881 170,0 521 110.0 1735 170.0 621 1700 1483 170.0 621 Z
O N
48N 170.0 708 170.0 521 170.0 830 170.0 564 176.0 gg2 17010 630 170.0 573] 570.0 d61 170.0 1275 110.0 877 TT-co. 1477 170.0 680 170.0 1700 17010 080 170.0 1983 170.0 880 170.0 2787 170.0 d80 J W
60.626101 170.0 747 170.6 603 170.0 898 170.0 833 170,0 1046 ITOA 864 170.0 119} 1700 723 170.0 1345 170.0 747 170,0 1494 170.0 766 170.0 1763 170.0 768 170.0 20M 170.0 768 170.0 2391 170.0 TSB � $$ 2
64 N 170.0 797 170.0 Ott {70,0 956 1 170.0 get 170.0 1110 170.0 T64 170.01 12751 170.0 80.1 170,0 t431 170,0 637 170.0 1694 170.0 958 170.0 t913 170A 601 170.0 2231 1170.0 861 170.0 2660 170.0 087 W O 8 Q
S6 in 170.0 0.8} 170.0 701 170.0 1043 170.0 767 170.0 5240 tico are 170.0 1417 170.0 944 170-0 1504 170.0 906 170.0 1771 t70.0 1033 170.0 2125 170.0 7083 570.0 2470 170.0 5063 580.8 7860 170.0 1083 � M �
631n 110.0 930 170.0 745 1 170.0 1118 170.0 050 t70.O 1302 170.0 940 170,01 1466 170.0 1015 IT0.0 1873 170.01 Iola 110.0 1659
90.0 1 1122 170.0 7131 170.0 1169 168.7 2663 170.0 ItT1 1114 2653 170.0 1171 1"' to
ri 66 N 170.0 074 170.6 789 170,0 1108 170.0 003 170.0 1361 170.0 1002 170.0 1566 170.0 1006 170.0 1763 170.0 1165 170.0 1015 170.0 t210 170.0 23M 170,0 1275 161.0 2437 170.0 1288 132.0 2.037 170.0 12W
R72 in Hoo 1003 170.0 878 H04 4271 170.0 1009 170.6 1486 170.0 1128 -IT 1700 170.0 1228 170.0 5913 170.0 131E 176.0 2125 170.0 1367 146.4 2104 770.0 14a8 124.8 2164 170.0 1529 109.2 2184 170.0 1530 ? 011
.r 76N Ho.9 0122 T700037 010.0 1340 170.0 folio Hao fe70 Ho.o fzoD 170.0 Hei 010..0 1327 186.1 1060 010.0 fdxi 14e.6 r96o Ho.g 1600 @Se 100.0 1ef.g 76ie foga 100.0 154,0 1535 92.9 16e0 1627 1631
23F 'n o Z
7B In 170.0 1161 170.0 087 170.0 1301 170.0 1110 170.0 1811 170.0 1250 170.0 1842 170.0 1369 *.4X:T1.
170.0 1471 137.1 1601 16].1 1600 1N.d 1801 147.3 14T3 911.2 1081 f3B,8 1468 86.0 1681 137.8 1161 ¢ �
@ON 170.0 5328 170.0 1144 140.1 1398 1560 1218 1214 5308 136.0 1598 141.8 1398 121.3 1t7P tial 1182 89.5 1308 101.6 1147 74,6 5398 89.6 1122 631, t3ga 627 1105 65.9 1308 79.H food Z
BBN 117.1 1270 161.6 7088 172..0 1228 m,e 1078 10!4.7 1220 517.2 1085 01. 1719 BAD 1011 BB.g 1028 73.7 1229 824 1016 81.4 1229 T2.2 093 6x.7 1220 85.8 077 48.1 1228 61.1 B67 Z Z O
f08N 00
503.d 971 10.5.6 077 ae,3 071 50.0 862 74.0 97t 77.2 849 81.7"74 971 ea.4 637 67.6 071 Ol.a 825 51.0 971 56.5 81d 43.1 197142.0796 37.0 gTt 14.0 782 SZi 971 400 771 (pNiN < @i997.3 632 79.5 9i 81.9 ale 88.1 at9 704 am 69. giD 820 794 530 4fD 667 784 177 914 610 774 301732 U LU X
In 7611 7Ila 75.8 716 02,9 760 84.6 706 61.9 TBB SAB 685 {73 760 {9{ 668 41P7B6eA 631. 44.2 W4 38.4 d18 370 466 312 618 319 4Di 773 618 2648624360.84 16.8 648 tt.Z 4ad S3.T 618 16.5 ;{e U X
Q w O O
TABLE 128 ANCHOR CAPACITY ADJUSTMENT FORMULA: Z m CA
AnchorCa ItY Tabla[be) ANCHOR CAP..,-.,-,)
m�
5tXe8afe zn Carc03e 36k Cmc. Hmen i7.IU FOedCMU PftYaaf Mau; (DP)X{ aANGHOR CAP.,,,, ,
ArcOv Type 3'1B'Elco u6m[m 111"Eko UlBacm 5fls•Elcb 3ne•Elco UBrocm 114•Ekounracm 1I4•SSE"5116'Eko 04•SSEko 610SIW •125teel a1281W
MULLK)N CAP,„ 3 -3
Anchor Clip Panama U9rdcm Ap9tea2Nr U6rdtgl A93mc-40 Scnnr(05)screw(GS) suer(cry USE THIS FORMULA TO OBTAIN THE ANCHOR
Edea t3uarce pn) i- 2.112 P 2-117 311W 1• 2-uz t• 2.112 2 3116' 2 0.48• 0.54• o.32r CAPACITY REQUIRED"CORRESPONDING TORN
Fmtkdamt n Tarr i.N4• tau• tau' 7 1.110.• t-114• 5-v0.• 1•vr 1.114• 1.1(4• 2- 1-w t0.•@• 114019, ACTUAL PRESSURE REQUIREMENT FOR THE
2 moors®aTV Mtn O.C.I SIa1T3d or Oleet CO(F4 182) 3901s 390 gx asp ms 890 me 1644 ms Votes 2a3 m8 M-1 7401101 314 9s 6W Im 76 is 3411s 142 ms 56o 90. OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Aa110ra 02.05•MIn O.C.I sunterc(a Coehc3p(He 3) 740 mi 743m Silb. U851a 14x416 MIA 6609e W 04
A 89516 NIA a8Dlos WA 210 885[0. 1t209s CAPACITY(FROM THE TABLE)OF THE SELECTED
6ArclNrs@1.71•MN O.P./8ImaM5(0.r QlOegC pig 4T-&5 Ib 051 75610 1846100 NTA NIA 705 Ws WA Me 100. MIA WA WA 102288 13279s 76(g9s MULLION.IT WILL YIELD A MINIMUM ANCHOR
4Arcrors�3'MIn O,C./ 2i5Atpm Clips l(Fig 5y 78010 7 68D Ins 1660IM 18991s 010 dmbs WA 760100 748100 BBO ILa 1801 Os 6012 row 865 ma N'10 8s CAPACITY WHICH MAY BE USED TO QUALIFY
8Arc110rs®rMN.O.C.!(732s6AlpleCgrs'10
1170110 ii7a ms 1()2013 2343 ms 28id ms a 840 ms WA 1Yto 1s 112210 i3i0I0s 2696 Ps 10221116 137/16 1&0611 ADDITIONAL ANCHOR OPTIONS FROM THE
3 Arcltlrs®Y51•MIn.O.C./UCly1,NIo.125'As9n.6'107) MIA WA MIA WA IMA NIA WA MIA WA NIA WA WA WA WA 079 ANCHOR CAPACITY TABLE,
6ARh0rs i00168•Mtn O.C./U121p,10110,1?&Atum dip 8) NIA WA M7A WA WA NIA WA NM WA NIA WA tMA NTA WA 2t 90. PRODUCT R[VISED
2 Ancrors Q266'Mln 4.0/F•C9p p)g 6) 3A 1s 370 1s 315901 713 N'ri 71206 N+A 28090 H/A 348118 MIA 44011 WA 31110 44280 d601m us 00mplyin8161lh Yaw Flortibs
3ArcIvs991-71•Min.0.C.1 F42�( .10) 443 mi 6260s 370 in 97306 MTA NIA 35T-w RTA 301M NIA WA WA SIS Ds 66480. BID im Building Cade
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Acoepianeo No Pro-oZ1$•v.$
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Fxpirwi Dale
FIGURE I: FIGURE 2: FIGURE 3: FIGURE 4: By
2004•
• • • • • • • TABLE NOTES: mi.Dodo Product
• • \6%
% .. .I I111Ir
1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOAOWG.SEE SHEETS 2-4 FOR
• • • • •
GENERAL INSTALLATION METHODS. `.,���(�t�( I:,.,,,YNAl AJ/({�!;!
FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `t�.�t"..•t�Gl"NS/; P
• • • •• .250• 4.000• -` +;: No ,0105
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLEIN
• • • • �IL_.=._J r CATS NS FOLLOWING DIMENSIONALMESTRICTIONS SHOWN ON SHEETS 21.23.FIGURES HOW SUGGESTED,A PROXIMATE HOLED
ODLE - --
FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: art}
• • ANGLE CLIP 4)SUt3STRATES:CONCRETESHALL CONFORM TOACI 301SPECIFICATIONS.HOLLOW ANDGROUT•FitiEDCONCRETEBLOCKUNiT ;.,•,.,A'{tRtpP,,:,'�Jti`
all
(FIGURES 566) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.MUST BE USED ALUMINUM SHALL BE 6063-TSAND BEA MINIMUM OF.125THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AND.046-THICK(18 2'X 4•X.25•MULLION ' ......•IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW /1 +11yt• • • THREADS BEYOND THE MATERIAL.#10 6#12 ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR 410 S.S. A./L1
.LYIYNIMILLER,P.E.
FL P.E.#58705
TABLE 13A
MultlonCapacity Table Ibefie �+
Opening Width(foraenicaly-6paryigmallons)OrOponing Helght(for florizordaksperrig muNom) • •
60 in Gain TO In 66 In t5
Recten ar Tr. {0 t00N 120N 14 1. too In
9W pifino Rpern9Upf TmpRdanO Realeng9a TrepfTdong. Racleng,/er TmpRdeng. R.otangular Tfp"an. Red•
9 alow r T Loading Recl ring TrL.8 done. Roclar4pdu T1apRdenp. Recla,p,Nr Tm1JTdeng. . O
2%6X.213 Wadln9 Loedirq ioadipp lwdnp LoSatnp taadnp LaaQn9 Loading Load687 taadryf toadinp Loading Loaning Wed1g7 Loading, Ill Loafing Looting Old
1.1
a
Alum.Tube -
Mullion
I III
lj� I Ill 1 9 H �'
I,
IgI
T
if
112 � � � 1111 � gG l i� �� � � m ttj
o
42 N 170.0 620 170.0 435 170,0 7N 17¢0 478 170.0 BBB 170.0 SOB 170.0 902 170,0 519 1704 1110 170.0 521 170.0 1240 170.0 621 170.0 1458 170.0 521 170.0 1736 170.0 521 170.0 7053 17¢0 621
48N 170.0 708 570.0 524 t70,0 850 170,0 594 570.0 902 170.0 630 170.0 1133 110.0 661 110.0 1276 170.0 077 170.0 1417 170.0 886 /70.0 1700 1704 880 17¢0 1983 170.0 869 170.0 2267 170.0 850 J LU
50.G25N 170.0 747 170.0 683 1704 898 170.0 831 170.0 104e 170.0 804 170.0 1185 170.0 723 1704 1315 170.0 747 1704 1494 170.0 758 1700 1793 170.0 756 110.0 2992 170.0 756 170.0 2191 570.0 758 � �� N
64 h 170.0 797 170.0 812 170.0 056 17¢0 801 170.0 1115 170.0 754 170.0 1276 170.0 BOJ 170.0 1134 170,0 631 170.0 1591 110.0 958 170.0 1913 170.0 B8f 170.0 2234 170,0 061 170.0 2550 170.0 561 W O
80 In t70.0 805 170.0 TPf 170.0 1063 170.0 797 170.0 1240 170.0 $78 170,0 1417 1704 914 17¢6 15N 170.9 995 170.0 t771 t70.0 1033 1704 2125 5740 1033 170.0 2479 5700 1003 170.0 2833 170.0 1061 C
83h 17¢0 830 170.0 745 170.0 1516 170.0 ASD 570,0 13(72 170.0 Np 170.0 1488 170.0 1016 170.0 1873 170.0 1076 170.0 1659 170.0 7122 47¢0 2231 770.0 1189 1700 2801 170.0 1111 170.0 2975 170.0 1171
BBN 170.0 074 170.0 709 170.0 1160 1700 9m 17174 1364 170.0 1002 170.0 1658 170.0 1088 170.0 1753 1700 1555 170.0 1N5 170.0 1210 770.0 23M 170.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 1288 z
12N 110.0 1083 770.0 578 170.0 1275 170.0 1009 170.0 1408 170.0 1128 170.0 1700 570,6 5228 170.0 1913 170.0 1315 170.0 2125 17¢0 1307 770.0 2550 170-. 1458 170.0 2975 t70,0 M29 170.0 3400 17¢0 1510 6
a 78 In 1704 1122 170.0 937 170.0 IRS 170.0 1060 1704 IWO 170.0 1209 170.0 1794 170,0 1322 170.0 2010 170.0 1427 170.0 2243 170.0 1505 }700 2692 1704 1829 170.0 3140 170.0 1694 170.0 5559 179.0 1705 7 W a4Z
.7
70N 170.0 1151 170.0 0117 170,0 1781 170.0 1110 170.0 1611 170.0 1250 170.0 1812 170.0 1388 170.0 2072 170.0 1474 170.0 2302 170.0 1684 170.0 2701 1704 1700 1700 3223 170,0 1117 170.0 30113 170.0 1798 Q ct
J
90N 170.4 1328 774-0 1544 {70.0 1594 170.0 1328 170.0 1859 170.0 5498 570.0 2125 170,0 1 1853 5704 2791 170.0 1793 -570.0 2868 110.0 1916 170.0 3188 t704 2125 119.0 34t3 170.0 2273 136.5 3413 170.0 238t Z ? 'Q Or O
go in 170.0 1417 170.0 1232 170.0 1700 170.0 1434 1700 1963 170.0 1622 170.0 2287 170.0 1794 1100 2550 1700 1852 170.0 2613 170.0 2093 180.0 3100 170.0 7138 137,1 3109 103.0 2470 120.0 3189 158.7 2428 IQ •Z 'Z
108 In 170.0 1501 &1419 I9W 110.0 1841 170,0 2231 1700 1570 170.0 2550 170.0 2075 181.8 2761 1709 2271 148.3 2781 1 11.0 2331 216 2781 1104 ?Z81 106927811282.7 2781 18. Watill tl¢0 1638 1966 170.0 17W 170.0 2293 170.0 19322632 162W x
120h 170.0 1771 2125 170.0 1559 154.4 2252 159.9 1991 Nto1N In 125.1 1681 1364 708.1 1425 BA,4 1584 41.6 5407 782 1581 80.7 1300 O9.S 1561 72,3 1373 624 1584 86.7 1358 521 1581 68.0 1130 14.7 1684 48.1 1305 38.1 1581 44.4 1287 Q N 'd 9 O
2
TABLE 138 ANCHOR CAPACITY ADJUSTMENT FORMULA: ra'0 s'.O
AnchorCa SCI Table iba ANCHOR CAP",._ g a mc.
sornimle: 2.7k Cowele a.sk Cox. Holl-cmu Road CMU PT Woad Metal (0.0,.1)X1 }=ANCHOR CAP.,,,
SI1C Ekp 1/4'88 Eko 5176-Elco 114'S8Eko N1091e41 Ni26lasl H26tod MULLION CAP.,,„,,,,,
Anclxr type: y18•Eko UW9cm 1/4'Eko Uraom y16'Gko lA6aan 7(4'Eka UleSaan
AnOhorCOpPatt0lne 7684"11 AgpoG•ta ikbaam AiigraGpW1 9a1ew(G6)8.1.11,x(05) Sum(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge Distance(N) T &12• 1' 2-12• 1118• 1• 2.115 r 2•irC r 3.118• z g.4e' 0.54' 0,324• CAPACITY REQUIRED'CORRESPONDING TO AN
Em6o4nmt(N3 114• 1-y4• 1114• fa4• T S-ttd' t-it4• 7-tt4• tA/4' Mir i-it4• 2' fab' tab' 79dea ACTUAL PRESSURE REQUIREMENT FOR THE
2 Arxhare 04,75•Min,O.C.I Standard w Ofset Cop(Fig.Ill 390 Ill 390IM 1 450 Dea 690 W 1044 Pa 270 W 280 ft 354 ra 740lb. 374 It. GM to. Norm 341 om 442 fm SAO r• OPENING,WHEN IT IS LOWER THAN THE MULLION
4Alxbar.•4.88'Ml0.C.tatardard(w0lbal)C9p(Fig,3): 7805» 700 ioa fg0lba 17801!» 3232 ra 5401W 560"o, 700 1480 it. 748 ft 5272 to. 16921ba 0525» 885tba 1120 iba CAPACITY(FROM THE TABLE)OF THE SELECTED
8 AnchomQ 1.71•MN.GC,I Gla f.rd I.Obo6 Ckp(Fla,4k 71801113 t4001W 1010 tba ffi951ba WA WA 040 The WA Hall Has WA WA WA 1383 am f779fb3 2NotW MULLION,IT WILL YIELD A MINIMUM ANCHOR
4 Andwo 0 r Min O.C./(2)2s6Anp5•C9ps I OT9,3): 78D r. 780 ks 840 fbi5o0lot 1698 to. 540 r" 680Ioa WA 780 IDS 74816. 6502113 180246. 682 a 66511$ 1120 to. CAPACITY WHICH MAY BE USED TO QUALIFY
B Anciwe03"Min O,G 1(712i5Anp+Olp31(Fq,B7 150076" 750015" 1760 ra 3120104 1792 Ina 1080lbs if2ottr wA 2520 oc R98r4 5760 re vm lbe 13630. 1770 r" 2240 ra ADDITIONAL ANCHOR OPTIONS FROM THE
12 Anchon 1.5•MIn.O.G 1(2)2x5 Angle C4106 I(Fq,7): 1WO 3 2100 ra IMP ra 3780lot WA WA 13200. WA 150010 WA WA WA 2045.11o" 28811W 3360 r3 ANCHOR CAPACITY TABLE.
4 Amhola 01.31'Min.O.C.IU-OXY,Nto,12VAkm.(Fla.8). WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1430 r. PRODUC!'REV)SED
6 Anchor.a 0.&'MIn O.C./UCOp,inlo.125•Alum.lFq.B): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 2881 163 conlplyi7+a with tho llarittY7
2 Atxhas 0i.68•Min.O,C7 Ft6p(Fq•10): 386x3 380763 i3A tw 890 af.1 1050161 270163 28Oto3 3549m 740W 374111 578 to. Nero 341 IDN 44216• 580x. 1`2'000•-'! Guiid6r8 Code
I ArxlYoo tar MN.0.07E Acc4prrlco Ito i6-4a2il3.o
(Fq.117 5901W 700 W" 6051bs 1200Iba WA WA 470163 WA 533 813 WA WA WA 682 Me 8M Ills 1120 ra 250, imti
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
TABLE NOTES: BY
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 0:FIGURE 10: FIGURE It: Miopi 77odu01'C 4/
• r • • • • • •• • e 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 ANO/OR OPENING WIDTHS IS ALLOWABLE. .�'�,�;•'ytC)il•!S(: �
• • • • 6.000' 2-
• • • • • •• • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 66705
• 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON
FIGURE 5: FIGURE e: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1Y_-
ANGLE
• • • • • • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
(FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED �{� 5'ATL•Oi`
• • • • • • • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.65,ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125• ' r I....... {�
MUSTSE "., Si i•....,...,
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK 18 GAUGE). STEEL TO ,`� 1{)f�f:1- 1
• • • • • • • •
USEDIN ( ) �•t 3 fG\'�`�
PAIRS. BE AT LEAST,125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 1!.,, L.1t t
THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,16-6 S.S.OR 410 S.S, 2'X 8'X.25' A.LYNN1l IE'R•P.E.
MULLION FL P,E.#58705
*4A ® „
Mullion Capacity Table Ib5tfe x
Opening Width(for verb 18-sparring mullions)or Opening Helght(for hod2onlaXy-sparring mtlllons) r cv i
601. 701n 00 In 901n 1001' 1201n 1401' 1601' p
p/TAare. ReclaroUor Tapr1w g. Raclangular T1apfTAarg. RectaroWar TnNTd3ro. RKl&-VAw TfWTdafg. Ract..g ar TMPRdmg. Rectwwl f TrWTdaro. ReclargUar Tup'Trfmp. RKlorgaiar Traprtdafg.
oadfg Loadag Loadlro Loedkg LnadMo Loadfg Lo30V Loadhe Loadirg Loedlna L4edUq L.adrg Loadro LoaaUg Loadin8 LnadUg luadN
-1! 1 � 1 1 11 1� 11 � N51, 11111I ! 2111111 12 111� I1121111111111111111I11 1 1 C/) mm
42 h 1442 528 167.0 428 -2 526 14ae 418 103.0 626 138.9 414 80.1 ISM 134.6 411 80.1 620 134.1 411 721 528 1311 411 60.1 628 134.1 411 51.5 528 134.1 411 45.1 526 131.1 411 O
J
oln 88,8 407 109.0 333 80.5 4W 84.7 325 69.0 4W BBA 320 60,4 403 81.4 317 63.7 407 78.1 316 4a3 403 7a8 314 4113 403 78.6 3N 31,6 409 Tae 314 30.2 407 7a8 314
60.WSIn 623 367 91.0 901 Bab 362 78.3 294 5a6 362 T1.9 259 81.5 302 67.2 288 45.7 362 64.8 284 41.2 382 63.6 283 34.3 362 63.5 203 28.4 362 635 283 26.7 382 63.6 293
511' ST.B 319 74.1 267 56.5 318 64.2 261 4a5 318 67.1 260 424 316 535 263 37.7 310 50.8 250 339 310 40.5 249 2a3 318 49.1 248 24.2 318 40.1 248 21.2 318 491 248 m M
601' 49.5 259 63.1 210 41.2 268 46.7 214 35.3 258 40,1 210 30.8 258 37.2 207 27.5 258 34.9 204 24.7 258 33.4 203 20.6 25a 32.2 201 17.7 258 322 201 16,5 258 32.2 201 L) t0 J
031n 427 234 460 200 35.8 274 39.1 165 30.6 234 34.7 192 28.7 234 31.6 159 237 234 29.4 186 21.4 234 240 184 17.8 234 26.6 18.1 15.3 234 245 113 134 234 20.5 183 UJd
65h 37.2 213 39.4 103 31.0 213 331 178 265 213 29.8 178 23.2 213 27.0 173 209 213 25.1 170 19.8 213 237 169 15.5 213 22.2 197 13.3 213 22D 168 11.0 213 22.0 100 j a?
72 in Zee 179 30.1 165 23.8 i7B 75.1 162 20.4 178 225 140 17.5 1T9 203 147 159 176 18.7 146
76 h 2q.3 1e1 26.4 140 20.3 161 21.9 137 17.4 161 +9.0 135 167 161 17.0 133 •+ Z
J
78h 226 162 2J.5 137 18.1 162 1aB 131 161 152 1T.S 129 Q N ''•
~ r Q p
TABLE 146 ANCHOR CAPACITY ADJUSTMENT FORMULA: X,.Z O
Anchor Capacity Ta 0b Y1 ANCHOR CAP.,,a,,,,
Suo41fa1C 2.7k Commie 3.Sx Care. til CMU Feed CMU PT Wood Metal (DP_)X( )=ANCHOR CAP.„„ 9�
6716•Eko 11{•SSEko 61i6'Eko W'09Eko N10tl12S1m1 Y1281oe1 MULLION CAP. B
Arclar Yt6'Eko Almon Mfr Elco Uafacen 31WEI, U52con 114-Ek.UlUacm LU N52
rAnchorCl1p P6Kema ry� ,It-
Ullman Iggrecalm Ulir¢on AWGd*f G� (m)Scfa4(G5) 51"(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Etbe Dlslarce0nl +' 2-1? 1' 2.1? 9-tro' 1• 2-iR' 1' 2-1/Y r 3If(r 2 n4a 0.54• o.32r CAPACITY REQUIRED"CORRESPONDING TO AN w x 0 to
Em6edt1r4tl pn) +ar4• tate tarn lair z 1-v4• 1-v4• 1.114• 1-v4• 1-vr t-vr z 1-315• t3.1• 16110 ACTUAL PRESSURE REQUIREMENT FOR THE U (V Q 3
4 Aml as 3•MIn.O.C.I(2)2(5Aryk I 7BO Im 760 Ws 6BO tm 16®Im leas w5 sans 666 cs RIA 769 ms 74e m+ eao lm 1e92 me saz los ee5� 143D 9a OPENING,WHEN IT IS LOWER THAN THE MULLION Q Z O O
CAPACITY(FROM THE TABLE)OF THE SELECTED 12-
MULLION.
MULLION.IT WILL YIELD A MINIMUM ANCHOR md.
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1.266,--I r•Kc uucT
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. w •U
as complying
withish ttm Fltldda
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Duildulg Codo $I&•
FIGURE 1: A=plenco No
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Bxpaalien Da QD Z
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. 2,116• By
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. M Dada
ANGLE CLIP MUST BE USED IN PAIRS. 125• 111 I I I I I I
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G80.WOOD SHALL BE PRESSURE-TREATED ��i�\V•��7 EIJSF ��' �i
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.26'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) = 1- No.6B705
THE MATERIAL.#10 81112 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. - -
1) A- �..41 (,:
LLI
c,L
� SI SL Of
�..i
Ii7�S�ONFi�•��•
A.LYffN'fr11LLi,P.E.
FL P.E.#58705
TABLE16A
Mullion Ca as Tabio Ib67R° ^
Opening Width(for tsNcaivaparnirg millions)or Oponing H:Iuht(for hodza11a*spars rg millions) C h C
W In 601n 701n 80 N min 1001n 1201n 140 N 180 h O
R Unngilar Trep/i3lang. RaalMpWu 7rap17darig. Rtclengdar ltaprnimlg. Ratten8dar TtapJTdenO Reclanow Tfap wvt Reath'" Tmpridong. Recianguler TwIliang. Rt4ImgLiar Tfeprildwrg. RtcinnguW Traptitlan0. �i4
3.26"JO laMDa9 Wading Laadnp Laeding Ladrrp Londng Loading 1-04-9 Loadeg LaWng Loadno Loadtr9 Loadng loading Loading Laadn9 loadri0 Laadng
DEG.AL
BAYMULL $ 2 LL
T
� zm
42N f7a0 629 170.0 435 1700. 744 1704 470 170.0 888 170.0 W8 170.0 942 1700. 518 170,0 if 10 170.0 521 1704 1240 170.4 621 170.0 1488 170.0 621 t70,0 173$ 170.0 62t 149.1 1740 170.0 321 LD
I. 170.0 708 170.0 1124 1704 850 1701.0 684 170.0 982 170.0 830 170.0 1173 178.0 861 1700 1275 174.0 877 17tl.0 1117 170.0 8W 1522 1522 170.0 680 130.6 1522 170.0 B00 114.2 1622 170.0 660 _
W.8201n 510.0 747 570.0 583 170.0 680 i7a0 831 170.0 1018 170.0 BBi 170.0 1195 t70.0 723 170.0 1316 1704 747 164.2 1443 1700. 7W 138.9 1443 170.0 750 If?-3 1443 170.0 768 IVZ8 1441 170.0 750 a
64N 110.0 197 170.0 812 1700. 938 170.0 691 170.0 1}18 174.0 7134 1744 1276 170.0 803 INA 1353 1704 037 144.1 5151 110.0 856 120.1 13W 170.0 WS 403,1 1353 170.4 W1 902 1353 170.9 661 QW7 O Q
W N 170.0 867 170.0 701 170.0 1083 170,0 797 187.0 1218 170.0 B78 148.1 1216 17Q0 944 129.8 1215 150,6 B36 1180. 1215 151.1 02{ 07.4 1218 148.1 013 53,6 1216 148.1 013 73.1 1216 148,1 g13 01
7 fD J
C7
83N 110.0 930 5704 715 170.0 1118 170.0 650 1602 11W 588.6 933 131.4 Nd0 561.0 914 118.8 tiso 1414 098 iR5.1 ttW 13;.2 565 878 11511 128.7 875 76d tti 128.2 870 85.7 1tio 128.2 670 LU
r-, Wh 174.0 974 1700. 789 181.4 7018 106,6 501 134.8 1018 1484 661 if{.3 1046 113.1 8W 101.8 1W8 121.4 0.14 91.4 1048 1184 630 79.2 4016 100.4 821 86.1 1446 fOd2 6le 61.1 1048 108.2 816 Z �� m
H 2
1 72N 4401 eW 147.9 784 117.4 BW 120,0 740 t60.e BW 110.8 731 680 880 100.0 722 76.2 8W 92.0 712 700. 8W 86.2 703 66.7 8W 702 693 W.3 050 7d,6 666 44.0 BW 75.4 558 _ W
76N 178.1 790 125.5 694 84.8 790 108.4 876 BS.d 740 01.3 683 74.8 790 83.4 632 88,5 700 78,4 845 09.4 7W 7i.T 816 49.8 780 86.1 824 42.8 790 82.1 859 11.4 700 61.5 617 Z
781- 110.8 750 1186 677 92.3 7W 08.1 844 79.1 7W 85.0 632 09.2 7W 77.! 021 61.6 7W 70.8 812 65.4 760 65.7 605 46.2 750 59.4 604 18I- 1 .8 7W 60.2 688 340. 7W G86 6W r } 0
BON 72.1 883 74A 500 W,1 663 02,9 491 61,6 60 64.8 453 45.1 583 48.9 476 40.1 563 44.4 180 35,1 583 40.0 462 Sag 683 38,2 452 264 503 33.3 446 22.5 467 31.6 442 m
06 In 69.4 495 81.1 44} 48,0 495 01.6 436 420. 493 44.8 427 171 496 30.9 421 33.0 495 38.1 415 29.7 405 112 409 24.8 485 28.1 4W 21.2 494 28.8 304 16.0 49b 25.0 390 (0 LUU
ll Z O
10010 A4113.1iZ8 153 34.8 391 35,9 315 "A 391 11.1 342 20.1 301 27.0 337 23.2 391 N4 333 20,9 301 ?21 328 17A 391 10.7 32t 14.9 391 17.6 31 W (B382 315 32.0 370 334 330 27.5 370 28.8 328 21.0 110 24.1 320 210. ]70 226 310 1a2 170 200. 112 180 370 508 Q' 0120h 3a8 28925.3 317 260 284 21.7 317 22.1441n 171 203 O
Q ''�s:t� (p
m
TABLE 15B ANCHOR CAPACITY ADJUSTMENT FORMULA: a
Anehor Capacity Table be ANCHOR CAP..,,,,,,:, '3
BUMIMfe 2.71 Owitrda 3.51 carom. Hollow CMU Fdcd CMU PT woad Mela1 (DP.)XC )ANCHOR CAP.,,.
8+16'FJco 11V 8S Eka 511W Eko It" Elco 910 Sleet 112 Stent 112 steel MULLION CAP.,,c,,,,„,
Anchor Cil Padema 'AMWType: 311(r Ell.tntW n it{"Ek.URrecgi UIV1tMl 3/18•Eko Uldxan 114'Eko U&aces
P 99MOakr UDMtoa Aw.Gator 8tmw(os)straw(GS) screw(Ge) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Edge Sxacaoae SNt 1• 1 2-la* 1• 2-U7 3-Va' r 2-irr r 2-IR• 2• 3-116• 2' a48• 0.54• a32r CAPACITY REQUIRED'CORRESPONDING TO AN
EMmdmeni Ent 1a/4' la/i• 1.311• 1-Y4. 7 1•tl4' 1-1/1' 1-114' 1.111• 1.114' I-1M' T rare' 7.31x' Sene4 ACTUAL PRESSURE REQUIREMENT FOR THE
2 Amhoft a S•ldtn.O,C,1(2)2X5 A.&Cps t Sfig,tt 190320 390 Ws 450120 896 bs 77909» 27tl tm 2801bt 354 IM 740 Da 374120 720120 948pa 341 Ma 442 M. SW dxi OPENING,WHEN 748IT IS LOWER THAN THE MULLION
{Arcdae H 85"Min.O.C.r Rnpla p
)2r5 Aipe/(Flo,2C TW lbs 7W IN. 100120 1670 IN 2525 8k 510 tm 5W Ids WA 1120120 120 680120 1892 im 682120 685120 t 720 Im CAPACITY(FROM THE TABLE)OF THE SELECTED
BArmtatt l$27t'64n.O.a! 715 Anpb Caps l41`19.7t 1120 1b. 1120120 9s81m 0481m 225411n w0. 640120 w0. 1459120 WA t3201m WA 1022 oma 13279a -Two MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
FIGURE 1:
ANCHOR CAPACITY TABLE. PRODUCT REVISED
TABLE NOTES: m camplyhrd wtlh Ida Fllxida
B".ng Cock
Acaplance�1'kr,
ib•e�Zi�p
i)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEEP 26 FOR INFORMATION ON LOADING, pimlim
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
By
FIGURE 2:
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. Mi Da
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ,125'
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �� C)�\(•,,....,�)�l/,s ��
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - "30° ,� •'y1Gf:HS/. r�
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' ilG,%'105
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090.WOOD SHALL BE PRESSURE-TREATED r.
• • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.76 AND BE A MINIMUM OF.12w _ F
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(16 GAUGE),STRUCTURAL STEEL TO BEAT U 1 p/t� t u
CEHST.126•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 30'BAY '}) TATE OF !t1
• D-__J THE MATERIAL.#10$412 ANCHORS INTO WOOD MAYBE STEEL,i"S.S.OR 410 S.S. MULLSON 1.. '- -. f••,.r
ANGLE CLIP(FIGURES 1•3)MUST BE USED IN PAIRS. .•�,F";fi+o!210 1;�`G�Y
111, 50
A.LAk MleeI h,P.E.
FL P.E.#56705
TABLE 16A A
Mullion Capacity Table Ib6+Rx ' F
Opening Width(for verilcaiVspervilrU miAloro)or Opening Haight(for horlwrdally-sparfiing mdIfform) G! a
501n 001n 701n Do In 001n 100In 120 N 1401n 100 N p
Rectangular Trepl7dang. Rectangular TwffflanO. Reclmpdar TraprTdarg. Ractmint Tiep/Tdaag. Raclonglar Tr.Klm Reclugular Tmpmlara RalanOuler Tre)JTdmO. Reclmgdar T1apfrflmg. Rectangida Trep/fdan0, d
Loading loading Leading Lowing Loading Loading Loading Loading Loading Loading Loadn Loading Loading Load loadn9 Loading Loading Loading o:
3.25"40 e g 0 0 o g e n9 y
DEG.AL
BAY MULL a �g" �' �' � a �• �' �" ��' �• d�' �• � � g a 11 � g. LV
oNm
L in
421n 170.0 820 170.0 435 1170.0 744 170.01 478 1170.0 000 170.0 500 170.0 992 170.0 510 170.0 1110 170.0 521 170.0 1240 170.0 521 170.01 1108 170;0 521 170.0 1 1730 170.0 521 180.31 1871 170.0 521 J
401n 170.0 708 170.0 524 170.0 650 170.01 Sgt 170.0 992 170.0 630 170.0 113] 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 163.71 1637 170.0 680 140.31 1837 170.0 Bao 122.41 1837 170.0 gag = 2
60.6251n 170.0 747 170.0 583 170.0 886 170.01 631 U0.01 1046 1 170.01 604 170.0 1196 170.01 723 170.0 1315 1 170.01 747 170.0 1404 170.01 756 147.1 1552 170.01 750 179.1 1552 170.0 756 110.4 1552 170.0 750 1 LU 0 0
S4 in 170.0 707 170.0 612 170.0 856 170.0 691 170.0 1116 1 170.0 j 754 170.0 1275 170.0 803 170.0 1434 170.0 837 155.2 1455 170.01 858 128.3 1455 170.01 681 110.8 1455 170.0 801 97.0 1455 1 170.0 861 1Y1 M ~
50 In 170.0 885 170.0 701 170.0 1063 170.0 797 1704 1210 1 170.01 078 157.1 IWO 170.0 044 139.7 1309 170.0 990 125.7 009 03,51 984 104.0 1300 157.1 1 062 oas 1309 167.1 9a2 78.6 13091 167.1 082
83In 170.0 930 170.0 745 17o.01116 170.0 850 182.9 1217 170.0 B40 142.5 1247 184.5 8113 120.7 1247 152.0 985 114.0 1247 1M•] 952 95.0 1247 130.2 938 81.1 1217 135.7 933 71.3 1217 135.7 035
W
OLIN 170.0 974 170A 709 170.0 1109 1 170.0 803 140.4 1100 103.7 085 129.0 1190 147.91 045 115.4 11911 176.5 028 103.9 1100 05.41 014 814 1190 110.5 806 74.2 1M 116.1 a93 04.8 1100 1 116.1 603 Z co
721n 181.6 1o10 1 160.8 877 1341 1010 1 144.6 850 115.4 1010 127.2 842 101.0 1010 114.7 828 Me 1010 105.0 all 50.0 1010 05.9 607 07.3 1010 80.8 795 57.7 1010 67.8 700 50.0 1010 07.7 700 :3Z
906
To In 137.4 900 143.0 702 114.5 908 122.0 775 86.1 806 107.1 761 85.9 809 982 749 76.3 908 88.2 738 68.7 808 02.3 720 57.3 80674.7 718 49.1 71.2 710 42.2 008 70.11 708 OD
} 17 17
S 781n t27.1601 132.6 754 105.0 861 112.5 738 90.8 501 60.0 725 70.4 861 06.5 713 70.6 501 81.0 703 83.0 601 75.4 094 63.0 681 18.1 861 45.4 Bat 64.5 675 39.7 Sol 13.7 072 Q Q 0) O
901n 82.7 640 a5.4 574 054 Gla 72-1 501 59.1 616 82.0 5% 61.7 80 56.1 545 48.0 816 50.9 537 41.4 846 47.0 530 34.5 618 41.5 519 29.5 616 38.2 511 254 948 36.5 607 m
H LIJ ro ico
901n 001 580 70.1 506 58.6 508 59.1 409 40.7 586 51.4 491 42.6 586 45.6 403 37.9 588 41.4 470 34.1 560 30.1 470 284 580 33A 459 24.3 50830.8 152 21.3 588 20.7 447 U) LU
106In 47.9 H9 40.9 405 39.0 449 411 309 31.2 449 35.7 393 20.9 449 31.7 3117 20.6 449 28.5 302 23.9 449 25.1 377 20.0 449 22.7 350 17.1 M9 20.1 361 15.0 410 10.8 35a
1111n 44,1 425 45.0 385 76.8 10.5 37.0 378 31.5 125 32.8 373 27.8 125 29.1 387 21.8 425 261 360 22.1 125 21.0 358 10.1 425 0.0.7 350 15.6 425 18.8 343 U U
120 In 34.0 781 35.5 331 28.1 384 28.8 320 21.8 361 25.8 321 21.6 701 220 317 10.1 361 20.5 313 17.5 384 15.7 300 U Q O O
144 In 202 263 aDA x33 16.8 253 17.1 230 n'Sggg Z m O y,U
TABLE 160 ANCHOR CAPACITY ADJUSTMENT FORMULA: •� �z�
Anchor Ce aci Table Ib9 ANCHORCAP.,,,,,,.•, _ 8
8umlmle; 2711 Cmcml8 3.5k Can.. HoOmrCMU Feed GMU PT Wad Metal 11-•,,,J X( ANCHOR CAP.,,.,
5110'Ebo 1/4'SS Eko 5110•Els. 111'88 Eico 618 Bleel 812 81ee1 012 Sled `MULLION CAP.,,•,,,,,,,
Anonu Typo: 110'Eka tuvecon II4'FJco Utvaoon Ulveeon 3'16'Eko Ulbaoon. 1/4•Eko UNecon AggreGala UBmeon Ag9roGalor 8.gw(G5)So"(G5) Suew(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Anchor Clip Patterns
Edlpa dslaMa(in) 1• a-1rr r a-IR' 11re' r 2-12' r a-frr x' ava r 6.4e• 8.54• 0.3x4• CAPACITY REQUIRED"CORRESPONDING TO AN
EmbeM�ent(NY t•LI• 1-3/4• 10.14• 1-3r4• r 1-114' 1-1+4• t-tl1• i-174• 1-tr4' 1.114' 2• lana 1-3/e• fedea ACTUAL PRESSURE REQUIREMENT FOR THE
2 Amhwe®5•Min.O.C./(2)WAagle Cops I(Fig.1k 3901bs 3BO IDs 456 Ws 880 W1 17W lbs azo lm 2801m 354100. 740161 3741m 720lba 946 gra 341 t4 4421m SBO Ibs OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Ansta 0 3.5•Min O.C.I(2)215 Argk 12gs I n.21 lag Im taona leo IDe 16701m Mill, s18 roe Seo 1m WA 1120 im 74816 BBOIm 1B92Im m2 Bxi BBs Im 110.0 Ws CAPACITY(FROM THE TABLE)OF THE SELECTED
e Ansnae a.71'AUn O.C.I(2)2,5Angie Cttpalfflg7): 11201bn 1120 1m 958 ws 221a1m n511m WA alolm WA loss itM wA 13ae nra wA tan 5>9 1327164 160.0 lm MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITYTABLE. M OOUCL REVISED
0.e caupiyin8 wish IIw FlUrir6
FIGURE 1: TABLE NOTES: rluildur2 Code
Acaplanca Tb 1(o•OZI$,47.3
• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Ex indimDate ZDZI
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
By
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. INnerrt t induct
FIGURE 2;
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. �`�lt�l\Yl`!N
a e e e HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125'QBAY
\``�'��'•�I,CNSg •``'i ��
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED Ftp.5&,70'
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090.WOOD SHALL BE PRESSURE-TREATED
a YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' - �. it r'-•
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT '•fl �L II/
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 B#12 ANCHORS INTO WOOD MAY BE STEEL 18-8 S.S.OR 410 S.S. P .,Pd'L.OIs >-
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. e( J
A.rLYNNeR;b.E.
FL P.E.#58705
F-1.000•-i I--1.250'^-I ��pp�
-'•'I 1.000" I-- --� 1.000' I-- - �A� �
F-,.266•--I
1.000' �-- � .125" I �13 o
.125' Ir pYa
2.750' 2.750• .125 3.125' .125" 3.188' I 6
--.125' -.125' .125"
2.0100' 2.0100' 2.1�' C.164
L x. Uj
125' L .375" 375' �' .600,
' 285' -.125' O Do
N rc
r r .800' r J W
1'X 2'X.125'MULLION 1'X2'X.375'MULLION 1"X 2.75'X.375•MULLION V X 2.75'X.850"MULLION 1'X3.125'X.5'MULLION 1.25'X 3.188'X.265'MULLION 1.26'X 2.11'X.125'MULLION g _
6063-TB ALUM. 8063-T6 ALUM. 6083-TB ALUM. 6083-T6 ALUM. 6063.76 ALUM. 8063-T6 ALUM. 6083-T6 ALUM. N
X-SECTION X-SECTION XSECTION X-SECTION X-SECTION X-SECTION X-SECTION m U) 0 0
Z ,n
__ r-.125' �I h--.125' .C' U)
TABLE A W
2X6 ANGLE CLIP ? ul
STANDARD CLIP I I 6063-TB ALUM. Dimension Value(IR) For Mullion: � 0 w
6063-T6 ALUM. 2 125•
2.000' I XSECTION _j Z
X-SECTION U-CLIP 2.000' A 1.825 1•X2'X.125' Q d
1 I 6003-TB ALUM. -.125• B 2' Aluminum Z U Q rn o
.125' X-SECTION Ci C 0.^,95 Tube MUIIIoO Q 0 Z N `-
D 0.740 °D
y ao..o
.125" I.rd
740"F- A 1.125 1'X2'X.375' W _0 y $
B 2'404 Aluminum Ix M Y Y
CUTHERETO _.375" 5.000' C 0'� lube Mullion V 0 Q
.375" 3.125" �I_CREATE F-CLIP,SEE MIN. I1-. ---
MIN. r DETAIL F.SHEET 4 E .375'M A 0.490
875 s �m O sp
IN. L
-------i I i------- A A - --- B 3.000 1'X2.76""X �m�
U-CLIP A E
L_-_____J L_______J 6063.76 ALUM. ------------ -- ' 2X5 ANGLE CLIP C 0.757 .375Aluminum
TOPVIEW 8063-TBALUM. D 1.118 Tube Mullion
L- TOPVIEW
STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .450 Min.
6063-T6 ALUM. DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE A 1.312
CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR 1'X 2.76"X
WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER•1116'. B 3.000 .850"
SHEETS 5.17 FOR THE ANCHOR O.C. WITHIN THE DASHED
OI STANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE C 0.478 Aluminum
DIAMETER:ANCHOR DIAMETER•1116". SHEETS 5.17 FOR THE TABLE B D 0.838 Tube Mullion
ANCHOR O.C.
DISTANCE.MAXIMUM PGT Port# A 2•� .^RU'bL1(;TREVISOD
ANCHOR HOLE 1'X3.125'X
5.500' Mull Dimension(sheet#) B 2.837 n.ildi.B indwi160oFlwiy
.375' DIAMETER:ANCHOR Mullion Std.CIIP Offset CllP U-Clip Angle CIIP .50(r Alum Huilding Coda
.375' MIN. DIAMETER 1116". PD 0.803 Tube Mull A.mlAaace No llo-02!8.03
MIN. 1"X2"X.125"(5) 66605 666113M 666111 SM 666243M 668511M 1.137 pimtl Dau X21
r---- - ----1-------`---� 1"X2"X.375"(6) 666006 666114M 666111 GM 686244M 666512M
2.625 Dy
j 1"X2.76"X.37b"(7) 66607 888115M 6881120M 866245M 668513M 3.262 1.25'X3.188' Mian Dudo lrodua
1 X.20b'Alum
B 1"X2.75"X.850"(8) 66608 668116M 6661121M 666246M 666514M 0.862 Tube MullYNN� `�y til(1"X3.125'X.500"(9) 66637M 601116M 6661114M 666242M 666516M 1.762 0.1.26'X2.11"X �' '1.2S'X3.1W'X.265"(12) 66641M 6661117M 6661113M 868241M 668518M 1.813
I I I 121*Alum
I 1.28"X2.11 X.125"(18) 69370 WA NIA NIA I 888517M i 1Ub0 Mull _ �; /J Wo•` .62r_ ,LX
C OFFSET CLIP NOTES:
' 6063.76 ALUM. .1 ` b
I TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
.125 S IA l()
740'-f- -I 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C.DISTANCE.
A.' � �,t-�"��
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. LYNMIf .�I .E.
FL REX 6 58 R;p8705
-1 1.000' 1.000• 1.062"1
--�� .� Too•
.Os3'-J
.062'._ I'-125" --1 I--.125' # Q
.062' - of
.438' I I
4.000' ' .125'STANDARDCLIP w
2.625" 8083.78 ALUM. I 2
4.000' 4.000' 2.000
.125" 2.000'LX�ANGLECIIP 6
-,)2y X-SECTION U•CLIP 1 -TB ALUM.
I I 806376 ALUM. LECTION ,125• N
125• - 126,-- .125' X-SECTION m
031' z N L U)
1 .125' 0
"'
r CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J
.125 375. .155"J 376, DASHED BOUNDARY.SEE SHEET'5.20 FOR THE _
ANCHOR O.C.DISTANCE.MA;--M ANCHOR m U)
HOLc DIAMETER:ANCHOR DIAMETER+1118°. - W O O
1'X 4'X.125' t'X 4'X.376' 1'X 4'X.3751 5.500' m 0 O f
MULLION MULLION 'T'-MULLION 5.000' O Z M 0
CUT HERETO 375'
5063.76 ALUM. 6083-78 ALUM. 6063-T6 ALUM, 376, 3.126' -(_CREATE F-CLIP,SEE •375° )- J
X-SECTION X-SECTION X-SECTION -��MIN. U) J
MIN.' I DETAIL F,SHEET 4 rC n
x.
Z(Q!)
._Z
1.260' .375' UJ
__r____-__i CENTER OF376'
ANCHORHOLE MIN. :D O
LLI
NDARY.SEE
1.250'- -1.250' J MUST LIE WITHIN
THE DASHED Q
BOU ~ U
2.875' SHEETS R
THEANCHORO.C.
H
ZZ�1 Q m8
0(0
3.94' F DISTANCEZMAXIMUM
3.250' 3.2ANCHOR HOLE O
DIAMETER:
ZO0`1�7)
0' ANCHOR 10 .IOD _______J ¢ 0 0DIAMETER+1116'. o
2X5 ANGLE CLIP 0`
.100 .624• STANDARD L6� M 6063-T6 ALUM. 6063-TO ALUM. TOPVIEW
G2,4IP �
--i .020' F�� -�I .820' F'-- -'-I .820' )� CENTER OF ANCHOR HOLE MUST LIE TOPVIEW TOPVIEW
WITHIN THE DASHED BOUNDARY.SEE
1.25'X 3.25'X.100- 1.25'X 3.25'X.024' 1.25'X 3.94'X.624' SHEETS 5.20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT.
MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value(In) For Mullion: Dimension Value(In) For Mullion:
6005-T6 ALUM. 6005.75 ALUM. 6005.75 ALUM. DIAMETER:ANCHOR DIAMETER+1/16'.
T X4' F 7.838 7.25' (3.25'
X-SECTION X-SECTION X-SECTION G 1,000 ,125' G 0.500 X.624'
����-�---- 3.469' 5.500" H 2.680 Aluminum H 1.438 Aluminum
2.661'-^{ CI 126• M316'IN. 375, 1 3.000 Tube Mullion I 3.125 Tubo Mullion
6 .126'1 1.877' MIN. F 3187 1'X4'X F 2.825 1.25'X 3.94'
1.37x- I - G 0.767 .rnin G 1.125 Xminu
-------I H 2430 Aluminum H 1.500 Aluminum
PgOi:I1Cf RfiVISED
I I I r I 1 3.000 Tube 8'T' 1 3.250 Tube Mullion :n complying with the Flo"
I I I I F 2250 1.26'X3.26' F 2.813 30•Ba Mum Building Code
I F 2.875 45•Ba Mull Aca mrecNo(b'�.18.03
I I I I O 0.760 X.100' M
.125' I I I I P_pieoli Dale
.125' -45• 2.250' I I I I 1 I H 1.600 Aluminum 2021
30°-t I 3.250 Tube Mullbn By
3.2b0' Mi lMda Product
45'BAY MULLION I 3.250' i i TABLE D36083-T6ALUM.N I 600 SEC IONM L-1
`_______� I __'__� Mull ottl)00 Mullion Std.Clip OfbelC pPGTPatttl U-Cllp AngleCllp �.\\ �(LYNN M��c
X-SECTION I I �C
V X4'X.125'(10) 69384 6MI11M 081122M 6W241M 6885167 �.1('E-NSF
OFFSET CLIP � .t;' iC
T 1 I 6063-TB ALUM. 1-X4'X.375•(11) 66810 666112M 5NI123M 660242M 666510M
.226" �-.981, .226• t-�.981'•-I TOPVIEW Ill) - OJ
.740' 1'X4'X.376''T 11 86853 668112M 8881123M 808242M 688519M
NOTES: 1.25 X3.25'X.100'(13) 20100 6664127M SN1124M 6662410M 6866115M
••-O p I�`A !1(/1:
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.26•X 3.26•X.624'(14) 20161 608112BM 6Wl125M 6682411M 6665116M TE F :•�`\
1.25'X 3.94'X.a24'(16)1 0661117M 6661126M 688241H 688577M '� S
2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Dogma(19) 68649 WA WA WA 666511oM �',��' •.. ..rtO...I
45 Degree(20) 66050 WA WA WA 6665111M �i�S�S'( �INk �•
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.LA R,P.E.
FL P.E. 58705
TABLE E
^ ^
Mull Dlmen6lon PGT Pert#
(she et#) Mullion Std.Cllp U-Cllp Angle Cllp I -^1 r-125' --1�--•125' --{I--,126' ��C
2'X4'X.25'(16) 66602 666261M 660271M 6665112M o O x * o
2"X6"X.25'(17) 66604 666282M 666272M� 6665113M STANDARDCLIP U01-1
U-CLIP 2X5 ANGLE CLIPF
8063-T6 ALUM. 6063-T6 ALUM. 6063.76 ALUM.
2.000" XSECTION 2.125' %SECTION 2.000' XSECTION
NOTES:
I CV1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING •125' .125' .126' mDIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L co N2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE I--1 0
HOLE LOCATIONS. 1.400' J
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. J W
5.500'
CUT HERE TO U 3 S 0
3.500'- CREATE F-CLIP, 5.000' 376" U.1 rn 0 I-
021111- .375' x �._SEE DETAIL F. .375' �Y .375' �^MIN. Z N
MIN. SHEET4 MIN. }... 0 J
U) J
________.___I__. _______i __ __ 1_.____________________T Z U-1 m 4
I I ,. I
O W
I I I I D a b Z
4.000' I I _ L_ i F- J
TZ
.250'- -I--- --- --t-- 3.438' @- t 3.438' �Y--- I -------I F U Q O>
2'%4'X.25' I I I I Z D N �
I I 3.438' I I Q Z
MULLION I I F Z.. 00 O
6063.78 ALUM. I I I I LD Q •'p mQ
X-SECTION I I I I I •375' Z
'-- -- ---- -------� -- -- L---------------------i- MIN. W 0
Y
�- STANDARD CLIP 2XS ANGLE CLIP
U-CLIP,6063-T6 ALUM. Q Q 0 0
CENTER OF ANCHOR HOLE MUST LIE 6083-TB ALUM SED FOR 2'X 4'MULLION.SHEET 18 CENTER OF ANCHOR HOLE MUST LIE 8083.78 ALUM. d Z�(p ((��
WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITH INTHEDASHED BOUNDARY.SEE TOPVIEW m0 xO
SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C. - �z(L'
DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE y -�
DIAMETER:ANCHOR DIAMETER r•1116'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1116'.
SHEETS 5-20 FOR THE ANCHOR O.C.
6.500' DISTANCE.MAXIMUM ANCHOR HOLE
CREATFF TO DIAMETEfi ANCHOR DIAMETER•1116'. -5.000'
2.000' 3.500' SEE DETAICLIP,
.375' I SEE DETAIL F. .375' .375-
MIN. r-SHEET4 MIN. MIN.
375'
I i I I I
I I
I I I 1 .
uTuuCT'REVISED
os Complyin8 with 166 FlmidY
I I ti,I[,, Cock
I I I I I A' Ituitt Na)(o-O�1$•03
I I E Pit tion Dme QOz)
I I I I I By '(
.250 6.000" -j- T- --j 4.688' Q 1 5.438' -------_I Mian Pro&cf-
111I111111�
5.438" I I i�
6.a38'
2•%6'X.25• I I I I �,.• \. E •.�
MULLION I I 1 t
I I _
6063.78 ALUM. Nu.S(f705 _
X-SECTION I I I i .375-
j • /•1 --
I L--------------------- "l) I �O;
J S'I i E F 4(/
STANDARD CLIP U-CLIP 2X5 ANGLE CLIP Lti� '• .,..•
.260' 0063-76 ALUM. 6063-TB ALUM. 0083-T6 ALUM.
TOP VIEW USED FOR 2'X 6•MULLION.SHEET 17 TOPVIEW
7r ft11�
TOPVIEW A,LYfJtS MILLER,P.E.
FL P.E.#58705
EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.1/4'.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.0%60.0 PSF. ILLIEEA�
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 ®Sn
-f--_ -- 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
--- DESIGN PRESSURE OF+60.0/-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. x
-SEE SEEX.375- �!� p
FROM TABLE 3A,SHEET 7,THE 1"X 2.75• MULLION(LENGTH=72',OPENING WIDTH=70-)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD
FENESTRATION DETAILS, Y'o r
PRODUCTS SHEETS NOT BE SUITABLE FOR THIS APPLICATION. 4p
APPROVAL 2-3 b2 U
FROM TABLE 4A,SHEETS,THE 1'X 2.75'X.850'MULLION(LENGTH=72',OPENING WIDTH=70")HAS A DESIGN PRESSURE OF+/•72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
72• OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. In
MULLION ---- fV
LENGTH A 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 8 y m
4 Ll ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. co
Z SEE O
ETALS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL
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
�-
2•3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. _
-- IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 635 LBS.ALTERNATIVELY, W 0 O
NO ANCI IORS IN�.Ll
W SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: m a F-
31'----1 J
--I WIDTH 638 LBS
(60 PSF)X( )=524.9 LBS (MAY BE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 48) -D
OPENING - 72.7 PSF m
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-3l8".THE OPENING REQUIRES A
DESIGN PRESSURE OF+50.0/•55.0 PSF. J o `Z
Q � C
FOR THE VERTICAL MULLION:
N
1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+1'=105'AND THE OPENING WIDTH IS 36'+36'+1'=73'.REFERENCING SHEET 25, Q Z �
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 23JW AND WILL fngp 2
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01.55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. W i d
EXAMPLE 2:MULTIPLE MULLIONS to J
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+/-16.1 PSF Ix
Y
OL
MULL vAorn--1 r--� AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U Q
FROM TABLE 12A,SHEET 16,THE 2•X 4-X.250-MULLION(LENGTH=108',OPENING WIDTH=8O-)HAS A DESIGN PRESSURE OF*1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTSd Z 0
SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. ,. m O sQ
SEE DETAILS, Qom'a
32' FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADO 2"TO THE WIDTH OF THE MULLED UNIT.THE ADJUSTED OPENING WIDTH IS 36"+36'+2'=74",NOT 73'AS PREVIOUSLY , ° -1
PRODUCT'S 13 ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN
APPROVAL THE 73"DIMENSION(36-12'+35-12'+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
CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
MULVERTICAL 'ON USING THE STANDARD CLIP WITH 8 3/16•ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12'GIVES AN ANCHOR CAPACITY OF 1D50 LBS WHICH 13 GREATER,AND
LENGTTH� -SEE SEESTHEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 871 LBS.
8. DETAILS, DETAIL I-
OPENING SHEETS 2-3 HEET 3 FOR THE HORIZONTAL MULLIONS:
HEIGHT
FOR BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X.25D'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER
HORIZ. MULLION TYPE COULD BE CHOSEN. `
71' t'I2ODUC'1'RL'VISED
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 MAYBE us mnplyin ith Yn Flo"
USED.FROM TABLE 12A,SHEET 18,THE 2'X 4'X.250-MULLION(@ LENGTH=42'.OPENING HEIGHT=120Building Co')HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE Acaplana No 16.021$•0,3
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. E Pipi- Dale 4A?.
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- Ry
SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH Miam Dade q.
23 (4)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED 1 I 1
ANCHOR CAPACITY OF 521 LBS.
30'.nORlz. F-- 36",HORIZ- 1 4)FOR THE U•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR �� �10EtJSt '•.C� %
MULL LENGfM 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 = _
OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. `t' 140.Ii5705
FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: _ -
+/-64.7 PSF FROM THE VERTICAL MULLION;
+/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU;
+/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). I FIE O 4Q
THE LOWEST DESIGN PRESSURE IS+/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. '�• '•,FCGft10N•.•' ��\-:
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATIONjONAv,
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 MILLE ,P.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION, FL P.E.#68705
EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAUTRIANGULAR LOADING:
D�M1 A
N
L
I PW
I PW di
PW
-SHIDH SW/DH 'S JDHPWP/z v PWNO/Z
�
j W
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / / / / m Cl O
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I / / / / O/A/ 0 J
I [� G] lL, HINGED
v DOOR
SGD -- ---._-_. .--- - - Z y4 m
LOADING OF VERTICAL MULLION
PW
LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION d q.
m
PW PW QXZ N {yJp0
PW
PW 0 N
SH/DH SHIDH - 4 SHIDH /� SHIDH I 1 ,
4 4 Zf
�_ 4
VWX
A .0
/// /
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION
PW PW HR
I
LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
MULLION
P --
NOTES:
DOOR _ PW I �RGOUCT REVISED
—_ _ _ , as complyin6 eith Ya Flotido
FE>
1 DRAWINGS ARE
building Code
RERESENTATIONS OF TYPICAL Acceplenm t•Fo
I —-- DPW CONFIGURATIONS. E imti Date
PW CONFIGURATIONS NOT SHOWN
MAY BE EXTRAPOLATED FROM By
D D / - - --- - THOSE SHOWN. Mlmn' hoiWel
2)IF THE LOADING TYPE CANNOT
PW BE DETERMINED,USE
I RECTANGULAR LOADING. r�`.•'�,10ELlSg '•. Q
PW PW
3)SEE PRODUCTS'APPROVAL FOR \�• No,,8705
--- I ACTUAL ANCHOR LOCATIONS. - _ _
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION 1 -_ �//j '
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j `� "U '•✓ , N �(l 6 ;'°;
SGO jl 37AIL OF
LOADING OF VERTICAL LOADING OF HORIZONTAL A.L',' NN � RI'�.E.
MULLION MULLION FL KEN 58705