HomeMy WebLinkAboutProduct Approval (2) ST.L i B D G
REVIEWED FOR CDIVISION
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-REVIEIVED RY C,,�/
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ATE
MIAMI•DADE PLANS Al a PERNHT MUST BE Pap I'ON JOB
OR NO INSPECTION 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) www.miamidade.gov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date state below.The Miami-Dade County Product Control
Section (In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.-
DESCRIPTION:
one:DESCRIPTION: Series"I'GT�' ClippeCEztruded Aluminum ~tube Mullion-I..IVI.1<
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact=Resistant Aluminum Tube Mullions",
sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B
dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product
Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade
County Product Control Section.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA#14-1105.01 and consists of this page 1 and evidence pages E-1 and
E-2,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.16-0218.03
MIAMI•DADE COON Expiration Date: May 26,2021
Approval Date:April 14 2016
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 10-0819.05)
2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1
. through 25 of 25, dat.-d 08/29/11, with revision B dated 10/10/14, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed
and sealed by Marlin D. Brinson,P.E.
(Submitted under NOA No. 10-0819.05) -
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010
and with FBC 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.
la'
a ez,P.E.
Product Cont of aminer
NOA Ni 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'h Edition (2014), dated
February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn
Miller,P.B.
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 c Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion L.M.I., approved on
02/12/15 and expiring on 05/26/16.
Manuel P.E.
P-B
Product Contr I E miner
Product
r ;-ner
ct C"t
0. -0218.03
NOA No.
Expiration Date: May 26,2021
Approval Date: April 14 2016
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: � A
NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE
MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE -�
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES..........................I
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS..........................._.I o
ELEVATIONS..................._..............1 o I-
FIGURE I: 'NITS. MULLT02XWOOD........................2 a. w
2 THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLF^I NI.S.MULLIONS
MULTIPLE [—OPENING WIDTH FOR VERTICAL MULL-- ARCHESTOBE ) MULL TO IX B MASONRY_............
MULLIONS --� INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATT•CHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES...................2 11!SEE DETAIL'S RECTPNGULA(i NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CUP. MULL TO MASONRY..................._.3
SH ETS 2.3 SHAPE MULL TO STEEL STUD_.................3 04
_ - 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL...............................3 Ti DO I-
: ''I I DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L/180.THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS.............................3 N '-• IyJ
i� III ALTERNATATE CLIPS................_..4 Z W
1 '
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS, Bay MULL INSTALLATION............4 O
1X2 X.12b MULL SPECS....._.._....6 J
4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.375 MULL SPECS....._........6 _
INSTRUCTIONS. 1 X 2.75 X.375 MULL SPECS..........?
1 X 2.75 X.65 MULL SPECS_..........8 � Z �m
SEA DETAILS
V III /III 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND t X 3.125 x.sBD MULL SPECS_......e m O o O
_ _ \SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4%.125 MULL SPECS._...........,10 F ~
SHEETS 2-3 I-- I I I _I 1 1 X 4 X.375 TUBE MULL SPECS....11 Q J
1\ I -- a mau G; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN
SHEETS 2.3 1 X 4 X.375X.MULL SPECS 11 = J J
III PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. UJ O
OPENING 1.25 X 3.158 X.205 MULL PECS ..13
VERT. HEIGHT 1.2bX 3.25X.100 MULL SPECS.....13 Z LU
MULL FOR 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.824 MULL SPECS.._.14
1.25X 3.94 X.824 MULL SPECS. 15
LENGTH HORIZONTALF7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X.25 MULLS MULL
S......S....15 J Q �Z
SEE DETAIL E, 2 X 6 X.25 MULL SPECS................17
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q U)
SHEET 3 1.25 X 2.11 X Y M MULL SPECS....18 ZZ
AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT H Q N o
30'X 3.25 BAY MULL SPECS.........19
REACTIONS. 45'X 3.26 BAY MULL SPECS.._.....20 Q O Z •--
MULLION B.CLIPDIMENSIONS......21.23 1.- Z 00�O
FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE-GATOR NOA'S EXAMPLES 1 a 2............._.,_...........24 U)
PRODUCTS MAY LOADING EXAMPLES........... 25 fA
`BE LU
OF ANYTYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
MUST BE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH Z U) (Y
BYPGTMANUFA. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q O Q O O
m
10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. 3 .�tn
/SEE DETAILS
fif
A-DAH; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING g�av�
HORIZONTAL SHEETS 2-3 WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA.
MULL
LENGTH HORIZONTAL
MULL
LENGTH INSTRUCTIONS:
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FP)FOR THE OPENING USING THE ASCE-7 STANDARD.
--HORIZ.MULL LENGTH--I 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH.
MULL I—OPENING WIDTH---�I _
LENGTH I� 1_I 1 � 09.-
3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING Is-RECTANGULAR'OR'TRIFWGULARITRAPEZOIDAL'.
OPENI'NG 4 FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFT')FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING PRODUCTREVISED
HEIGHTTHE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE Nui1Cm IYl�ngdcwllh Wo NItmIL
FORVERT. MULLION CAPACITY(LBSIFT')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING OBTAINED IN 9 �tig•
OPENING MULL N H�� A�Pim*iDmlc
PIM�o Nu
HEIGHT LENGTH P MULL MULL STEP 1). BLENGTH
5)FROM THE SAME TABLE USED INSTEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS.THIS VALUE 13REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. h°d"ct WD
,� 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE �` ON'l LYNN�Y�
SINGLE MULLION SINGLE MULLION FORVERTICALMULL
OPENING WIDTH ANCHOR/SUBSTRATEJANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR .Z.
OR %
FOR VERTICAL MULL CAPACITY IS MET.
MULTIPLE MULLIONS `'>+
FSEE ROM FIGURE CORRESPONDING
DETAILS 7)IF THE MULLION CAPACITY(LBSIFT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE _ No.58705 -
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 - FEI.STANDARDS USED:•2014 BUILDING CODE(FDC),5TH EDITION B)VERIFY THE DESIGN PRESSURE RATING(LBSIFT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION A TJ4
.2014DANSFLORIDAFLORI NDS-2012 FOR WOOD CONSTRUCTION CAPACITY(LBS/FT-1 OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION •••,•A'(ORLDP••',G.��,:
-ALUMINUM DESIGN MANUAL,ADM-2010 9)HIGHLIGHT OPPRODUCT TION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FORA PERMIT.
•AISI-S1oa07/S2-2010 A,�.MNR I FI�`A.E,
FLP. #58705
v
an
49
le a!
DETAIL A: MULLION q id
DETAIL B: 108 9
MULLION TO 2X WOOD BUCK MULLION TYP.ANCHOR
MULLION ATTACHED TO 1X K
STRP
AND PER SUBSTRATE, c
OR WOOD FRAMING WOOD BUCK AND MASONRY HMENT SEE SEE TABLES IB-16B
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) HEES, NMULLIONET I. -� m
nl I .. e,
d I I I BEE SHEETS a � �I � MIN 2.7 KSI .. , EDGE
_
1
1-27 FOR HOLE d 1 1 I CONCRETE OR CMU 1 DISTANCE,
EITHER THE I LOCATIONS I I I F^ - ISEE BEE TABLES _
STANDARD OR EDGE DISTANCE 10.16B Q'^ U)
OFFSET MULL e DISTANCE m I e FOR MASONRY W Q G C)
CDP MAYBE I II FOR WOOD m 11 ANCHORS m
INSTALLID BY ° ISCREWS I I SIDE VIEW
TNIS METHOD. L.2.MAX FOR e° Z J
ALL MULLIONS ° O J
4 e ! STANDARDO z V m
da OFFSET MULL
CDP MAYBE � p'gg. ip7
A
d �
a EXTERIOR mISAETHOD. tAa Ou Z
<a EDGE
c ° a DISTANCE G I— z
n d FOR Z ¢ 0) C3
e e MASONRY
THE OFFSET CLIP IS ANCHORS ~ u O
RECOMMENDED FOR Ln
EXTERIOR e° AV FIN-FRAMED U) -i
WINDOWS.BUT MAY 4 i,_
ALSO BE USED FOR N
OTHER FRAME TYPES. U Z ¢ O O
a.. Z
Lj �€'O SO
TYP.ANCHOR
PER SUBSTRATE,CHOR PER SUBSTRATE, uuu�ll 66 n'�
TYP.ANCHOR SEE TABLES 10.180
PER SUBSTRATE. SEE TABLES 1B-168
EDGE END
SEE TABLES IB•16B f BUCKSTRIP
tDISTANCE _Y AND
SEE TABLES ATTACHMENT
T BUCKSTRIP IB-160 T ,1 •.•••..• BY OTHERS,
EMBEDMENT AND EMBEOI.£NT .• ,••. SEE NOTE 1,
/ ATTACHMENT SHEET I.
BY OTHERS,
SEE NOTE 1,
SHEETI. •^
• MIN 2.7 KSI CONCRETE OR CMU
SIDE VIEW FRONT VIEW VISFD
ascoDmDYn6 withitmNMI&
Du
FRONT VIEW lldinB Code
nen�lanL�ND d1 . .03
Ca ilationDate /1p21
INSTALLATION NOTES: DY
MiolnL t•[oduct
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 \��O��V IYNPJ Alz
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE {�� •-"CENSE' 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. No. T�
58705
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD.
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. �({, 73 l�7:• LU-:
5)FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY,USE ONLY MIAMI-DADS COUNTY APPROVED %^^((�•'••rCOf.IOP•'•X
ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS.
A.[S NNIMILLE(6.E.
FL P.E.#58705
DETAIL E: ,
MULLION TO MULLION y4R a
DETAIL C: = 126MIN. INTERSECTION NOTES: ilw^c
MULLION DIRECTLY ATTACHED TO MULLION s
MASONRY STRUCTURE (U-CLIP) 1)MAY BE INSTALLED IN'TEE'OR'CROSS'
o
(STANDARD CLIP SHOWN)
VARIES INTERSECTIONS. SZa o
2)MAY BE INSTALLED HORIZONTALLY S
(SHOWN)OR VERTICALLY.
TYP.ANCHOR tL r N
EITl1ERTHE I- PERSUBSTRATE, 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 �ym
STANDARD OR I ISEE TABLES 1B-130 FOR CORRESPONDING MULLION.
OFFSET MULL �'- I I I TOP VIEW MULuoN O N
CLIP MAY BE I I I EDGE DI STANCE
INSTALLED BY i I� I -FORAfASONRY -{-� J
THISMETHVARIES OD. '\ I I ANCHORS I J W
n12 STEEL SCREWS,
I I I SELF-ORILLING OR PRE-DRILL g m
1 I a l n \\MULLION AND USE SMS W p O
Im F-
Cf _ MULLION J
EXTERIOR °e \ a _ O
n
THE OFFSET CLIP IS
EDGE DISTANCE RECONIMENOED FOR $$$
FOR AWSONRY w FIN•FRAMEO LINTERSECTION �' W
ANCHORSWINDOWS,BUT MAY UCUP Z
7 F•e Z
ALSO BE USED FOR -J
g OTHER FRAMETYPES. EXTERIOR F Z
O
aQ Q O
TYP.ANCHOR O Z
N
� r
PER SUBSTRATE. 4 "
SEE TABLES 1/•178 — SEE SHEETS 21.23 FOR 1- Oc•
TYP.ANCHOR HOLE LOCATIONS .QJ
BUCKSTRIP -PER SUBSTRATE, x W --1
SEE TABLES 1B-138 FRONT VIEW EDGE
AND DISTANCE hQ-'
ATTACHMENTS co
-/ BY OTHERS, — S�TABLE10.138 V Z Q
•• .•. SEE NOTE 1, �• Q � O
EMBEDA� - .• �• . SHEET I. Z- EDGEQ. m�A
d
DISTANCE
• •
SEE TABLES TABLES SIDE VIEW w
MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 1B•135
FRONT VIEW SIDE VIEW DETAIL D:
MULLION ATTACHED TO
STEELSTUD
(STANDARD CLIP SHOWN)
it
TRUCTURE
INSTALLATION NOTES:
63
TYP.ANCHOR
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. PERSUBSTRATE, 0
SEE TABLES 1B-13B
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEE SHEETS ® PRODUCT REVISBD
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR IIscomplyingwith the Florld.
CORRECT QUANTITY ANO LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE Building Cd.
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS Axpiati n NleAA3; •WB%pir.11 nDue HOZ)
3)ANCHOR HEAD TYPE MAY BE PANHEAD.HEXHEAD OR FLATHEAD.
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3.5)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED DIISCTANCE �� N.YNN h9 ELCO ULTRACON OR ELCO I/4"S.S.AGGREGATOR MASONRY ANCHORS. OR STEEL STUDS THINNER THAN SEE TABLES \� �<<FRONT VIEWGAANDCOMPLIANTWITHTHEFLBUILDIN61B13BODE.A 2X WOOD BACKER MUST USED.
ATTACHMENT BY OTHERS. l iti hIU•�5(05 ��/
EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW 4—_
NOTES: 16 1!Y
1)FOR 2X WOOD-BACKED STEEL STUDS.WOOD _Si,,f' �,�'
ANCHOR VALUES MAY BE USED. ,<• PL OF,
C�
,r ....F..
2)SEE CORRESPONDING MULLION TABLES.
SHEETS 5-20,FOR QUANTITY OF SCREWS. A.LYNAIrt�I�LEE?,P.E.
FL P,E.#68705
a FI
DETAIL F: DETAIL G: DETAIL H: g."p X
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION Ac! <
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP) g 6
/ SEE DETAILS A-E. 30'OR 45' �2
SHEETS2 AND 3 FOR INSTALLATIONLL
TO SPECIFIC SUBSTRATES. BAY MULL
N
0
MULLION �i rrm
O Z ^�a
O O
O O O O O O J W
O O TOP VIEW
g W s to
SIDE VIEW I i LU V o
SHOWN WITH 4'%.125' I TOP VIEW I �„ I I Z M J
F
iYP.ANCHOR O
EXTERIOR I PER SUBSTRATE.
I SEE TABLES 16B OR 160 Z b� m
b I
I I � d•
I TYP.ANCHOR I I
STANDARD MULLION CLIP I I PER SUBSTRATE. EXTERIOR Z
MODIFIED TO FIT FIELD SEE TABLES 18.148 1 I Q z
CONDITIONS. I I I I 2'X WANGLE CLIP, ~ Z Q W p
j I I I 2 PER MULLION END,MUST BEU a Q Z N .-
I I I I I I INSTALLED INSIDE OF BAY MULL. ¢¢ pD
MULLION I I 1 I 1 m I JO
W QJJJQ
2'X6•X.125' (/)
1 1 I I ANGLE CLIP, UZ
2 PER MULLION END, Q Q
MUST BE INSTALLED d c Z CO (�
1 I I INSIDE OF MULL. � �
�r b mO>O
\ TV.ANCHOR b
PER SUBSTRATE,
SEE TABLES IB-14B
INTO WOOD,
(j STEEL,ALUM
INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR
ALUM,CMU OR MASONRY MODIFIED INFIELD.
EXTERIOR
O E/2BWEOISC R / �F� T'R()DUCT REVISED
PERSf nsc .plying x•ith lha Florida
i.'S fiullding Code
INTO WOOD,STEEL, Acwplwlw NO�o-OZ•1a•O
ALUM,CMU OR MASONRY 1 EDGE O B%pirutim Date ZI
DISTANCE By
PER warn a Product
ANCHOR
EDGE �I1 �---� - F
PER DISTANCE
ANCHOft I NOTES FOR INSTALLATION OPTION G 8 H: \���y,�LYNN 1111 1111i�
O pN,.........,�lF i
NOTES FOR INSTALLATION OPTIONS F: 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. y .• LGEW31. '• 'Q
f: ;(
AIL G:SEE TABLES 18-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE
1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.29-X 2.1 V X.125'MULLION. 2)DET •!- ( ND g1705
2)SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS.
3)DETAIL H:SEE TABLES 158 OR 188 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE ,(l 6� �6 U1•
LOCATIONS. `•)0 TEa
3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. %(�'•. ��
A.•l1Y p.E.
FL 58705
TABLE 1A
Mullion Capacity Table ibatle k x
Opening Width(for teruca*8parrirg MuCcas)of Opening Height(for tnri2or atIV.pamirg 11x.Yiorla)
501n 601n 70 in 601n 90 in 1001n 120 in 140 in 160 in $�1Q
Rectangukr Trap/Mang. Rectwgoty Ttupmt.;- Recfonpdar napadam. R.Wouler Trepnit w. R d.rOdar Tmpt7dang. Racun"T Treprrrfsnp. Racimgulat Tropt7eWng. Re { 0
cta',Oder Ueptioarg. RactangJ.r Tmyilli-g, sx Gg
1 x2X,125 Loadn9 Loading Loafing Loadtg Loafing Lowing Loading Lwdng Lowing Iaadng Loafing Loodn9 LoednO Loafing Lowing Lowing Loading Loading Yc
Alum.Tuba 6
Mullion , & @ � �� & � �� � & n
z �
421n 11L0 40605 -
-,5;M4;
93.2 408 1141.6 325 704 408 107.8 321 691 408 104.4 319 412.1 408 104.0 310 65.9 408 104.0 310 4a.e 400 1940 310 30.0 406 104.0 319 35.0 408 104.0 319 O j
IDH 7/.0 312 82.4 312 730 262 83.6 312 87.0 2141 /a.d 312 681 218 41.9 312 61.3 2M 37.41 311 81.0 2U 31Z 312 91.0 244 28.6 312 61.0 214 2]A 312 B1A 21{ S
60.625 M W.9 281632 281 81.6 228 45.e 281 68.7 224 30.0 281 62.1 222 35.6 28i $0.1 220 31.9 281 49.3 210 26.41 281 413 210 224 281 493 219 200 261 40.3 To-
2.
18
w C3$ fJ
SIW 82.41 24743.0 217 49.41 202 374 247 114 108 311 117 41.6 108 20.2 247 30.1 194 28,3 147 380 103 11.41 147 30.1 1W 1tl.B 217 38.1 197 f0./ 247 38.1 103 C360 In 38.1 20032.0 200 360 168 2).{ 200 315 103 240 100 289 160 243 200 21.1 150 191 200 18.8 157 16.0 200 25.0 160 � ((00Jh 33.1 tet 27.8 185 30.3152 23.7 161 26.9 149 20.7 181 24.8 it0 184 101 22.8 144 18.8 lot 21.7 143 Jtl6W 241.8 18624.0 185 28.1 139 204 163 211 139 15.0 185 21.0 131
7291 222 139 23.3 120 10.41 139 16.0 118 13.9 139 i7.6 1141 = Z
761. tag t25 18.7 108 56.7 126 15.8 167
7a h 17.3 116 182 104 J r y
41� 'cr.
TABLE IB ANCHOR CAPACITY ADJUSTMENT FORMULA: ¢ Z
An hor Coolseltv Tablefibs) !- o
6ttbslrala' 2.7x Cororde 3.61 Coro, IWfow CMU Facd CMU PT Waal Metd (ppm X ANCHOR CAP.,,„,,,•, CA
)=ANCHORCAP..,, 3� �
b7t8'Eka ftf•$$Eko 8+i6"ESao ir4'SS Eko sto staal 912 stag 012$ted MULLION CAP.,,,.,,,,
AnaltwTyyte: 3ti8"EicaUltmwn 1/d•Eko Umacpi YIV Eko U8r4con 114•Eko L*mcat LU
AnchorCllpPanemO Umacon AWmGekr Wine. Ag9resafol S."(05)ectaw(05) $cmw(o5) USE THIS FORMULA To OBTAIN THE*ANCHOR
fY N LY
Ea9e tllW.aca thJ t• 2,1 f' 2-11X 3-11a• t• 2•tr!• 1" 24rr 2• 3.1x9' r oW o.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN f=
Emb,d.ml in, 1-314• 1.314' tar/• 1-L4• r 1•u4• I-v4• 1.111• 1.114• t•W 1-1/4' r fare• tare• vules ACTUAL PRESSURE REQUIREMENT FOR THE x Q
2A+mtmr6/94.7i•Mh O,G/SNraerd of Otcet cep(Fig.it 3901. ago ms 45D I.
e90Il*
16/4 ml 270 ft 280 tb. 354IW 740 lbs 374 ft 6648`3 949166 341W 442 Its Shams OPENING,WHEN IT IS LOWER THAN THE MULLION bei Z.,0
4 Amr-®1.15•Min.O.C.7 Slandud 1.creel)CUP(Fig,2)' 46014s 700 IW WA WA WA WA 3801 W WAWA WA WA WA 682 as m51m 172$Iw CAPACITY(FROM THE TABLE)OF THE SELECTED g A Q
+Arolar.®9'Mut O.C.f(2)2iSArtple Crip./p'lg 3): 780 ma 7600s 880Iba 1560106 Lego lba 540 ms Win WA T60 ms 74910. $80 lbs 1692Ibs 552W BBS Ito 1120 11,3 MULLION,IT WILL YIELD A MINIMUM ANCHOR LY mC1"
2 Arolwra OE 0.4S Mot.¢C.(U-01p,inta•125'Alum.(FID.41. WA WA WA WA WA WA WA WA WA WA WA WA WA NTA Ito m. CAPACITY WHICH MAY BE USED TO QUALIFY
1 Andmi FAp(Ft.5]'. IBS bs 105 m. 226 ma 4431b. a22lo'
05ibs 1/01W 1770w 3101b. 1871W 3321b. 473Iba 1701bo 121 Ila 2Balba ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anchota®i.I V Mdt,0.01 F-tly(FIC.6 240 W 350 iro WA WA wA WA 190166 wA WA WA WA WA 341 m. 442IW 560m. ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: j
TABLE NOTES:
• + 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. PRODUCT RUVISCD
!]
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. a1 complying with 9(e FlarMa--` 1,000' r-- DuOding Cado
Acaplatco NO "4S )
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 15 ALLOWABLE. ex imti DAW
FIGURE 3: B
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACTMIMENSIONS,SEE SHEETS 21.23. y
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. 2.00g+ Miami a[radiad
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS,
ANGLE CLIP MUST BE USED IN PAIRS. _.126+ `"0'""`�(vYNN•r)q/({��,�,
4)SUBSTRATES;CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
FIGURE q: FIGURE 6: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•80,WOOD SHALL BE PRESSURE-TREATED r `i•,•• CENSF
YELLOW SOUTHERN PINE WITH AN SO OF 0.65•ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' I M1 ;• .y r :�
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 ANO.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT i'X 2 X.125"MULLION 5t: No SBTOs
THESMATERIAL 410 ANCHORS METAL NTTO WOOD MAYBE STEEL,,18-8 SDS.OR 410&S.CREW THREADS BEYOND
AT LEAST 3 S
tEOV
A.LYNAIy R;A.E.
FL P.E•#58705
o
TABLE 2A
Mullion Capacity Toble Ibattl'
Opening Width(fer vetUca9y-SParWng n1WOns)or Opentng Height(Tortlod2ontaly-spoming mUAons) �
SO In 601n 701n 80 0 60 In 1D014 120 in 14014 160 in dd O
Rectangular T1a74Tda,g. Re4tanww Traprrd m R.0cmuiar Tr.PlTdnrp. Rectangular 7re0Tdarg. R4ctarquW Traprio.m. Reoia[gtdar TmPtidarg. RectatgWar TMPITI.Vn RectarpUar Traptrdsm Reel molar TI.Wdang, ti
a
1 x 2 2.376 Loadl,q Iau11ry LoaNng Laodi,g Loam Loadiry Loadrg Loadlrp Loam Loafing Lowing Loadeig Loam Loam Loa4m Loam LowNg Loadm Y
Alum.Tube
Mullion
CN
all t a sU)jt °
421. 170.0 620 171101 435 IMA 862 170.0 478 12&71 682 170.0 We 113.8 692 Woe 518 IOOS 682 Joao 517 OD.e 662 168.9 617 70.7 OW 168.0617 64.0 1 662 168,9 617 66.7 882 188@ 617 � )^,
481n 121.6 607 1360 418 101.4 607 118.2 410 86.9 507 105.7 403 780 507 1028 399 67.6 501 99.6 397 60.8 OUT goo 390 50.7 607 09.0 306 43A 507 99.0 386 38.0 687 B9A 390 LyI
60.625 in 103.7 458 114.8 370 884 ASS 039 371 74.1 458 90.5 364 64.8 456 84.8 360 57.6 456 8J.3 357 51.8 458 800 358 43.2 456 80.0 358 375. 456 60.0 356 324 458 80.0 3E.6 = x
a g U)
$11n 665. 400 83.3 338 71.2 4W 689 328 61.0 400 72.7 372 53.4 400 67.3 316 47.5 400 84.0 315 427 400 623 314 35.6 400 61.8 313 30.5 46D 61.8 313 287 400 61.8 313 U.) C>O Q
601n 62.3 724 06.9 270 51.@ 324 67.5 278 44.5 324 61.2 284 38.9 324 46D 260 35..6 324 43.9 237 31.1 325. 42.0 255 28.0 324 40.5 253 222 324 40.5 253 19.6 324 406 253 4°y
6314 53.6 284 57.4 ?52 44.8 284 48.2 2{11 3a4 284 43.6 24S 338 294 3&6 237 28.D 284 37.1 234 28B 284 35.2 232 22{ 294 33.5 230 1@.2 284 33.4 23D 188 284 33.4 230 ~ � �
5
6614 46.8 268 49.6 230 39.D 266 424 225 334 268 37.5 711 29.2 288 34.1 216 260 2186 31.6 215 235. 268 29.8 212 195 266 20.0 210 16.7 268 27.7 209 14.6 258 27.7 209 Z Z �„ •xr
7214 38.0 715 37,8 196 30.0 225 32.2 191 257 225 25.d lee 226 225 260 186 206 226 23.6 102 ISO 225 221 160 15.0 225 203 177 129 715 19.8 176 11.3 275 IRS 178 z W g' $ ��
7814 300 202 32.0 177 25,5 202 2J.2 t73 21.@ 202 23.D t70 192 202 21,5 167 175. 202 19.7 165 15.3 202 18.4 164 128 202 10.7 100 t0A 202 15.9 158 Be 20'1 15.8 156 �$y
70 in 20.3 181 26.8 106 D.6 192 25,1 185 202 192 22.0 162 17.7 181 19.7 159 15.1 102 1&1 157 14.2 192 16.8 166 11.D 192 15.2 152 10.1 181 t5..{ 150 8.8 162 14.2 150 Q J �
8014 tflb 1{d 59,0 !28 154 1144 18.1 126 J �"
86_in 16.2 127 15.8 113 = Q N O
r0 ggO ao
TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: v1 c•~
Anort;e ac Table 3, 8
chANCHOR CAP.,,,,,, LU
SUDelmle: 2.ik Concrete 5116 CenO. Hollow CMU Filed CMU PT Wood Me141 (DP,p,)X( )=ANCHOR CAP.- � N � X
Yib'Etw 114'DS Etco 5J16•Eta 114.88 Eipo 1110 81W 1112 8Z 612 Steel MULLION OAP.,,O„� r13
Awtw Type: V16'Elco U9mcon tN'Eta Ulae5afl 3/16'Et L17facen IN* U9mcon X
Anchor Cllp Pahem6 Uttrecon AggreGetor UlOeeon AgoteG4tor 8crew(G5)5crew{G51 Soma IGS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Q
tog.OiHe.ca pap 1' 2.112- 1 V 2-112• 3-1/8' 1' 241r I' 2•11T r 3.116• 2' 0.46' o.SC 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN
EmOedmenl f14). 1-3141.314' 1.3'4• 111/4' Y 1.114• 1-1111• 1.111' 1•IA' 1.114' 1-114• r 11B• 11'e• %wlea ACTUAL PRESSURE REQUIREMENT FOR THE m
2A1wi1or504.75'MO.O.G.181aMud a,O11ut alp(11p.i) 3900s 30D ISa 45006 8909u 1844062718
04' 2W lbs 3541bs 7406" 374Its 6040e 848105 3419* M2 tics 3801m OPENING,WHEN IT IS LOWER THAN THE MULLION p �;w
4 A Isom @ 1.15'MN.O.C./etendaN(or Ogren Clip(Fig,2): 480 w4 708 IDs WA WA NIA WA 360 @s WA WA WA WA WA 682IN 685 we 1720 0e CAPACITY(FROM THE TABLE)OF THE SELECTED S--)
aAnchors,Q3'Min.o.c.1{2)2s5Angle pips/{Fig.4M ftrpo Oa emu 1ssD wa 168806 a4D 1w 5801W WA 76o tm 748155 680 Ib. 15.421011 8620e 6D50a 1112006 MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 Anctwm 0 OAr W.0.0.1 U-0ip,141111.12SAlum.tFb.d) WA WA WA WA NIA WA WAWA WA WA WA WA WA N7A iib lbs CAPACITY WHICH MAY BE USED TO QUALIFY
1 Arcbor/F.C@p(F1p.S) 1951011 1B6 M 225 011 {/s bs 922 011
1350. 148 Ies 11711A 370Im 167 0s 33216. A71 IM I 170 04 221 1m 280 0J ADDITIONAL ANCHOR OPTIONS FROM THE
2Aacnai IN i.tS'MN.O.CI F-C6A(F)g,6y: 240 11* 35006 WA WA NIA WA 1St. 11115. NIA WA WA WA Sat lbs 442 ibs 56006 ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE t: FIGURE 2: TABLE NOTES: r•RODt)CT RSVISBD
ds complying with Yro Fim'da
1)SEE SHEET 1 FOR SNSTRUCTtONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. AO)tdiny Code
i SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1.000' �•»�- Ac"plenw M f •OZ •D}
Explialfon I)al0 j
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. By_
FIGURE 3:
Mt amI Product
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 2123. 2 000, I I I
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. vf
-1 F FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. \\��lt\OT\(LYNN
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .375' ��Q\ti�.•' ytGENSt
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 0 •••'1'
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BEA MINIMUM CF.125' No. 5705 ^'
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1'X 2•X.376'MULLION
�-- --�-� THELEASMATERIAL.#110AND 2 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR HORS INTO METAL SHALL EXTEND AT 410 SST 3S CREW THREADS BEYOND N
TA
(U"
A.LYNN MllslLEF3,P.E.
FL P.E.#58705
TABLE 3A �^ +
Mullion Captiefty Table IbsW
Opening Width(for lertical"pardi g mullions)or Opening Height(for hodzerd0ly-spanring millions)
301n 6010 IL701n 501n 901n t001n I20N 140 In IGOin
O
1%2.76% Reclenpulu Tiw-m.nO. Reelenpdw TrepRdenp. Re.t.90. TraplTtnp. ROelergdu TreprTdsnp. Re ijuler 7teprTdenp. Rectevul Tnpffil. RecleapAer n plFwq• Rewen601er Tm1JFdeng. Rxlen9Nw 71epIniang. 0.
LoadN9 Loadnp Loadn9 lo0dri9 lnadnD Loednp Lsedmp Loedhp Loadup tnadnp Loednp Loadkll LOed'ap Loading Leednp Loadnp Loemrp loadnp a ICS;
.376 Alum.
Tuba �.. �.. ,- _ �..
Mullion �� � � � N
03Z
421n 170.0 620 170.0 415 170.0 744 170.0 470 1170.01 666 170.0 506 170.01 D92 170.0 518 170.0 1118 170.0 621 170.0 1210 1170.0 521 149.7 1701 170.0 621 1127.5 1301 1 170.0 521 111.6 1301 170.0 521 L
45 In 170.0 706 170.0 624 170.0 1160 170.0 664 170.0 962 170.0 830 170.0 1133 170.0 661 151.8 1130 170.0 077 136.0 1130 170.0 690 113.8 1139 170.0 6110 97.5 1139 170.0 660 65A 1139 170.0 660
50.625 In 170.0 747 170.0 553 170.0 696 170.0 631 167.11 1032 170.0 664 146.6 1032 170.0 723 130.5 1032 170.0 747 117.4 1012 170.0 759 179 1032 170.0 756 81.8 1032 170.0 750 73.4 1032 Va.0 766 1n
641n 170.0 797 170.0 612 161.] 007 170.0 601 130.2 907 104.7 730 120.8 007 1625 720 107.5 007 145.0 714 90.6 907 141.1 710 609 907 140.0 709 69.1 007 140.0 709 60.6 907 140.0 709 m O O
rh
601n 141.1 735 151.6 6x5 117.8 735 130.3 611 100.0 736 116.0 509 116.2 735 100.2 660 16.4 735 09.5 663 70.5 773 95.1 675 58.6 733 91.5 574 50.4 735 91.5 574 44.1 735 91.6 674 H f0 J
{ 63 N 121.9 606 130.0 570 101.6 566 111.6 557 67.0 566 05.9 547 76.2 6% 00.1 636 57.7 666 83.9 531 60.9 655 78.5 528 30.8 669 76.9 521 43.5 666 75.6 521 38.1 665 75.6 621
�n 65 N 190.0 001 1124 522 66.3 607 D9.1 511 75.7 601 65.0 501 60.2 507 TTA 463 569 607 71.5 466 63.0 507 67.6 4111 44.2 607 67.4 475 37.9 607 02.7 474 33.1 607 82.7 474 Z W 2 m
a $ n
72N 61.9 510 85.e u] 66.0 S10 77.0 131 65.3 10 W.J 428 61.0 510 67.9 410 45.4 610 63.3 413 /0.0 510 50.0 406 N.0 610 15.0 402 29.2 310 4{.{ 389 25.5 510 M.3
7 76N 69A 456 71.5 400 51.6 456 61.7 302 41.0NW2
85 43.4 458 45.6 376 Wit 450 44.6 373 34.7 455 41.6 3611 26A 456 37.7 382 24.8 458 38.0 368 21.7 456 35.7 35a J J `r 2Z
g
761n- 84.2 436 87.0 381 67.6 435 68.0 J7J 45.966 40.1 135 {4.7 380 36.1 435 10.8 736 ]2.1 136 3e.1 761 2&11 416 34A 311 71.8 475 32.6 341 20.1 135 72.2 3111 ,�-
lp N 41.6 327 43.1 290 34.8 327 JOA 286 29.950 26.1 327 28.3 275 23.2 327 25.7 271 209 327 23.7 269 17.4 327 21.0 282 14.0 717 16.3 266 � Q 14 4z
ti Z N
08 N ]4.4 287 35.4 267 78.7 2117 29.9 232 21.846 2I.6 2117 23.1 2U 10.1 207 20.9 240 17.2 257 18.3 237 14.4 287 169 212 I- M �.p..O
�' x a '�
IDBN 249 227 24.7 205 20.x 227 20A 201 17.3199 15.1 117 le.0 185 V)
tom zea 215 22.7 leo 111.6 2ts 11.1 191 16.Dtee
N N
1zoN iTA 164 ❑.9 167 U x a 0 0
TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: d 8� Z mU)
Anchor Ca acll Table Iba ANCHOR CAPM,t, �_
Sumlrele: 23k Cwerele 3.5kC . Ho9er lYdU Filed CMU PT Wood Melel (DP_) )=ANCHOR CAP... Q' �
wt0•Eko IW 35 Ek.611W Elco 114'58 Eko 010 6164111 01261"1 6125t d MULLION CAP.,e,,,,, $ -z
Anchor CllpPatterns A.A.Type. WAVEloom0acm 1N•EkoUNecon 3110-El.. v4•EkoUNman
Nuecm AppmOatw u9mcon A90feGelm screN(GS)saW(05) 8w (05) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Eden GsNma(In)'. 1' 2-12' 1' 2-1r' 3•ve• 1• tam P 2-1rr 2- 3-lir r 0.48• 0,54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment(N' t-91' 1-L/• 1-314• 1-3r�' r t-vo• av4• t-v4• 1-v4• taM' 1414• z' 16411 b3A• lads. ACTUAL PRESSURE REQUIREMENT FOR THE
2 Ammn®4.7V M.O.C.18t.;Wd wOSset alp ffV�17 390W 390 Ne 450 ms 690 bs 1644 Ns 270 be 2BO lbs 3M bs 740 be 3741m e5416s 940 be 341M 442 fee 5601m OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Amhwe®1.16•Mln.O.C.1 et ndNd ler ObeO C9p(FI9-2) 460 lbs 7001664 WA WA WA WA 380lbs WA WA WA WA WA 682 N5 885 lbs 1120 R. CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Amhwe Q S Min.O.C.1(2)2645 Angle Cops I plp.3T 780 m 780 Ns 660 bs 15(10 lb- t906lba 540 ms 560IDS WA 760 lbs 7461bs 6601m 1692Im BB2 Ing B115Im 1120 IOe MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 Amhwe®0.16'Min.O.C./U.Cllp,Into.f 25 Akan.(Fq.1): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 715Ias CAPACITY WHICH MAY BE USED TO QUALIFY
f Amhorf FLtlp ffq•51: IBS Na 1B50s 225113 445108 822IOe 1M Ns 140Im 177 Ns 370Ns 1911be 332 lb.
473 Ne Holm 7211m 2BO Ns ADDITIONAL ANCHOR OPTIONS FROM THE
2 A.M.®1.15•Mh.O.CJ F{np(Flo.61: 240 Ns 3%bs WA WA WA WA 1BO fba WA WA WA WA WA 311 Om /121m 6601m 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.
PHDDIJCT RP.VISED
m complying with Ih6 Flodda
Usudin8 CodYe
1.000' AcRPlwseo !o
FIGURE 1: FIGURE 2: TABLE NOTES: L'3plralion Datc ZOQI
•
'-"I r--- 'fix,"• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1 I de Product Control
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \( 1-YW,r 11 r7
FIGURE 3: \� ��0k,,........!111(1
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760' t> 00CNSC '•,Fr
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58706 •( -
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI SPECIFICATIONS.HOLLOW AND -FILLED -
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G00.WOOD SHALL BE PRESSURE-TREATED D375' -.t� no I 1 [L
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 6063•T5 AND BE A MINIMUM OF.125' •�� j`E u6F
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1'X 2.76•X.375"MULLION U
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND -;�C`•' OR?N•'C0�
THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,13-8 S.S.OR 410 S.S. �\`�
A!L M .I ER,P.E.
FL 58705
TABLE 4A
Mullion Ca ac Table(the 7R3 a
Opening Width(for vwt)tca*6PsnnI nn1(low)orOpening Height(for tnrfzorta*sparnlrlgm1lgons)
SOIn fi01n 7 I I M In 90 in I 10p In 1 1201. 1401. F 1801.
11[2.76[ Roctongde 7tLp Tnmq. RaatengWnr Tmp Tda� Rectknq de Trep7T4en0. Racfon8du Uap TOanq It"fang 0ar Doo7fenq. 12x1anp Jnr TmpROanq ReclangWar Tref idenq, Rkctanp4u Trep77deng. Rxlon{tAa 7repr70anp. 4
bad'mp Le
adDa Loading LoWng L a*,g Loading Losdnq Loading Loodiig Loading Loedng Loedln0 Lokdrw Wadhp Leading Loadnp Loadn9 Loadnq sY
.660AIUm. }p} a $ g
mullion >K. d ry .
T
�' d cv
z ��m
0 1-
J2h 170.0 820 174,0 435 tiOA 1114 170.0 478 170.0 868 170.4 506 174.0 802 170.0 550 170.0 ttf8 170.6 521 170.0 1249 170.0 521 170.0 5488 179,4 521 158.7 1020 170.0 $21 136.8 1820 170.0 521 U2
48 M 170.0 708 170.0 624 170.0 050 170.0 SW 170.0 092 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 077 170.0 1417 170.0 660 111.7 1417 170.0 880 121.5 1417 170.0 880 /OB.3 1117 170.0 860
50,(125 In 170.0 747 170.0 563 170.0 696 170.0 031 170.0 1046 170.0 604 170.0 1105 170.0 723 late 12M 170.0 747 148.3 1266 t70.0 758 121.0 1266 170.0 750 104.5 1280 170.0 756 91.4 1286 170.0 736 W O B L7
$41. 170.0 797 170.0 812 170.0 9A 170.0 691 170.4 1110 170.0 764 150.7 1130 570.0 803 1349 1130 170.0 037 120.6 4130 {70,0 85@ 10(4.5 1130 170.0 361 06.1 1130 f70.4 861 75.3 1130 170.0 681 w 30,3
601. 170.0 065 170.0 701 148.5 913 102.3 701 125.5 916 144.5 746 100.0 915 132.3 735 97.0 016 123.9 726 07.0 015 110.6 720 73.2 915 114.4 715 52.8 916 1%A 715 61.9 016 111.4 716 c0 j
63 in 151.6 830 lat.0 710 1245 830 136.0 ea 108.5 830 123.2 681 94.0 SW it22 070 84A 830 104.6 082 75.9 830 90.4 650 63.3 830 94,5 840 54.2 $30 94.1 848 47.4 030 04.1 819 U -j
08TH 132.1 757 {404 850 114.0 767 1 W 038 04.3 757 Me 624 82.6 767 96.1 814 73A 767 89.1 008. 60.0 757 842 800 NO 757 79.0 593 47.2 757 76.2 591 41.3 757 762 591 Z w� m
o L2 W
72 In 101.7 638 108.6 652 01.8 030 01.0 540 T2T 87B 80,! 530 ji
2.2 521 SB.6 038 80.5 511 50.8 B76 62.3 608 424 036 572 600 39.3 63B $5.3 IW 31.11 03B 65,2 497 c
781. 605 671 00.4 400 72.1 371 TOA 408 8. 771 611.4 479 0.0 471 16,0 371 65.3 484 43.2 571 51.8 450 38.0 57f 47.0 45t 30.9 671 M.8 447 274 571 44,6 446 �,( J o!z
-Min 80.0 642 83.4 474 50.7 542 70.8 485 57.1 1542 02.1 456 85.7 449 41.4 542 51.4 442 40A 642 47.5 437 33,3 642 42.9 42P 284 642 4&6 426 25.0 542 40.1 423 E- r
Q 41
901n 52.1 107 G1.7 361 43.4 407 45.4 355 37.2 407 39.6 340 35.3 343 11.09 401 32.1 330 20.0 407 29.6 334 21.7 407 26.1 327 18.0 407 24.1 322 10.3 107 23.0 319
88 h J2.0 358 14.1 326 35,8 350 37.2 31{ 30.7 368 32A 30P za.a 1p{ 23.0 360 28,1 300 21.0 758 21.0 280 17.0 355 21.0 209 16.3 358 19.2 264 Xp
108 In 30.! 261 30.8 255 25,1 243 25.9 261 21.5 263 72.6 247 10.9 244 10.7 253 16.0 240 15.1 283 16.6 237 (n x11 . 20,5 241 23.1 287 23.0 233 10.8 267 20.8 275 18.3 231 14.4 281 111.5 220 N
120TH 22.0 229 22.3 200 18.3 229 18.8 205 f5.7 220 18.2 202 U Q y y
X > 7
TABLE 4B AnehorCp l Table Ib5 Z O
ANCHOR CAPACITY ADJUSTMENT FORMULA: �g m0.
OoANCHORCAP.,,,,,'• g0[
8 siraie: 2.tk Conuot. 3.5k CAH. nOnow CMU I'Mod CMU PT WOOd 14.1.1 (DI u,)X }=ANCHOR CAP.,,,
8116-Elco 1N'88 Eko 5118'Elco 114'6S Ekod0.48*
012 8leel 012 eloel MULLSON CAP., ,,,,
Anchor Type: WIG,Eke UlOocon 114'Ek.UlOecan 3I1B'Ek UWacon 111'Eko UIUe.on A99hH'L., U0m4on A9yeGolor Screw{G6) Schew{G5) USE Ty15 FORMULA TO OBTAIN THE"ANCHOR
An1:h4rC)ip Pattern. tA9am
Edge Distance(1.): r 2-Irr t• 2.112' 3-U6• 1• 2-112' 1• 2-trr r 3•ve• 2' 0.64• 0.324• CAPACITY REQUIRED-CORRESPONDING TO AN
Em6e2nm1(1-) 1-314• 1.314• t-314• I'V4• r 1.114' lala• 1.114' 1.114• tarp 1.114• r 1.316• wda. ACTUAL PRESSURE REQUIREMENT FOR THE
2Mclxn. 4.73•MIn.O.crslanda<aoror.et alp(Fq.1) 3904s 3B0 m. 456 u3 ae61W ie44 w3 276 ms zeD Ila 354 pe7401W 374IM se4 iW 040 to. 442 ms Sw" OPENING,WHEN tT IS LOWER THAN THE MULLION
4AmMxe®/.15'Mm_O.G 151en3ard(or D63el)CBp 1Fq.21 4649,9 700IW wA wA wA WA 300IW WA WA WA wA WA 51 ff241W CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Anchwe C 3'Min.O.C.1(2)W An L pips r ft.3k 760 Ns 760 fob 680 i n 1560Ito 1696 iW $4016. 560 iW WA 760 A3 74515. 8501153 15921W 88 5120 YN M _:ON,IT WILL YIELD A MINIMUM ANCHOR
0 o4VMin.0.0.7U4:ep,1.1..125'Alum.(Fig.4) WA WA WA WA WA WA WA WA WA WA WA 0' 7I61W CAPACITY WHICH MAY B:USED TO QUALIFY
1 Angor l FC4p(Ft.6y 185 we 195153 2251.. 445aW 822 W3 13510. 140 The 177 Me 370 k9 167 the 332103 473 Ws 221 f5a 280fo9 ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anchma 1.15'MIH.O.CJ F47ip(Fq.87 240 Poe 3501W WA WA WA WA ie01W WA WA WA WA WA 34116. 44215. 5001W ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PROOUCT RBVISBD
m complying wilh Rha Floridp
FIGURE I: FIGURE2: TABLE NOTES: Building Coda �(v•O$"1ri,4>3
AOttptanw 140
--f (-- 111„0211
1.16 1111--.yi b-*]
1)BEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1.000' Expiration Dal.
Uy
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Mian"
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ` 1
FIGURE 3; 3)MULLION ANO MULLION CLIPS SHOWN ARE NOT 70 SCALE.FOR EXAGT DIMENSIONS,SEE SHEETS 21.23. 2.7160" �.� �t� '"CL NSC•L�[S,r�`'r,,'
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. P
i';: li
FIGUR0
ES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 140.56705 _
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED -
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80.WOOD SHALL BE PRESSURE-TREATED 650" ;"tl�,'�'`(-,t( it f
FIGURE 4: FIGURES. FIGURES: YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 6083-T5 AND BEA MINIMUM OF.125' -� FS ' S Aa 41 {U
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT
LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREEN THREADS BEYOND t'X 2.75•X.850'MULLION hsi 'fit ORtO''��C9
THE MATERIAL#t0 B#12 ANCHORS INTO WOOD MAYBE STEEL,f 6-8 S.S.OR 4f 0 S.S. `5,�C7Pd/1U it.
jT17111 fill 11
A.LYNN MILLER,P.E.
FL P.E-#58705
TABLE 5Ah
Mullion Capacity Table Ibalfe
Opening Width(for vartica*sperrlrg mullions)or Opening Haight(for hodwrteliy-spemirg mullions)
501,1 601. 701n W In 901n 100 N 120 N 1401. 100 in m o
Reclsn9.da VWTdong. Ractmg d TreprTdazp. Reclan9uler RwTd®g. Ractwg&r TWIT,% Malmo. TiWnda g. ReGeng,4ar TrepMang. Reclen0 . Tieprideng. Roclangulor %prrdang. Matt 9W. Trop/111.9. a
1"x 3.126"x Loading Loading Ica,6ig Loadrp LoodNO Loadn9 Loafing L.,ng Lwdro toaaro Loading Looting ae
ldirp Loafing Loafing Lwdn9 LoadingLoa3n9 SY
.600"Alum ,�•. .Fa,- i f,. [1117
�• r r r r LL
Tuba Mull �B �. �� �, B �� �. �. 44
b$ $$ �}�1 > e 6 Ri¢ 6X& s� '4¢ j�Ii��G(} , bgs' 1I d I Id S'- 11 1- II d fid s' 04 5 z421n 170.0 620 170.0 435 170.0 744 170,0 478 170.0 606 170.0 606 170.0 992 170.0 519 170.0 1116 170,0 521 170.0 1240 170.0 521 170.0 170,0 521 170.0 1735 170.0 621 154A 1602 170.0 521 JWIBI. 170.0 708 170.0 524 170.0 850 170.0 684 110.0 092 170.0 670 170.0 1177 170.0 BB1 170.0 1275 110.0 677 1)0.0 1417 17Q0 860 157.7 170.0 860 175.1 IS77 170.0 060 118.2 1577 170.0 880 7 2
X v In
50.825 In 170.0 717 170.0 567 170.0 696 170.0 831 170.0 1048 170,0 884 170.0 IIBS 170.0 723 170,0 1345 170.0 747 170.0 1491 170.0 756 U1.7 1485 170.0 750 121.6 1495 170.0 756 108.3 1495 170.0 766 W C)8
64 In 170.0 707 170,0 612 170.0 950 170.0 691 170.0 1110 170.0 754 170.0 1275 170.0 80.1 186.1 1401 170.0 837 140.6 1401 170.0 856 721.8 1101 170.0 801 100.8 1401 170,0 661 97.4 1101 170.0 661 IM M
601n 170.0 665 170.0 701 170.0 1063 170.0 791 158.5 1166 170.0 676 138.7 1156 187.0 928 123.3 1156 166.6 917 111.0 1156 140.7 810 92.5 1156 144.5 903 70.3 1156 144.5 903 60.4 1158 144.5 003 h J
631n 170.0 930 170.0 745 159.8 1049 170.0 650 137.0 1040 155.5 680 118.6 1048 141.7 546 t0s.5 1040 1720 630 95.9 1049 125.5 026 79.9 1049 110.3 620 60.5 1049 118.0 819 59.0 1019 115.0 Big
to Be N 166.8 055 170.0 789 130.0 955 151.3 am 119.1 955 137.7 768 1642 056 121.4 775 928 955 112.8 765 83.4 955 I W.4 757 89.5 953 99.0 740 59.0 835 98.7 748 621 966 98.7 ]46 Z W g m G
S Rh 128.5 80'7 134.9 607 107.0 80.7 114.9 OR 91.8 603 101.1 670 80.3 003 9t.2 650 71.4 803 83.9 049 64.2 603 70.6 042 53.5 803 722 032 45.9 803 69.8 626 40.1 603 69.7 627 M 8Y
u Z
rW
108.2 721 114.1 810 01.0 721 87.0 010 76.0 721 85.1 005 65.3 ttl 76.5 SBS 00.1 721 70,1 006 61.0 721 05.1 578 13.6 721 69.1 589 38.0 721 50.8 061 74.1 721 60.1 563 Q ? � �
101.0 004 105.4 599 84.2 684 09.4 507 722 604 16.4 576 03.1 604 70.4 557 58.1 684 64.4 558 60.5 684 59.8 551 121 684 54.1 541 36.1 881 61.3 570 31.6 801 50.0 534 Z Q N
63.8 514 07,9 /SB 61.6 514 67.3 446 {7.0 511 60.0 440 It.t 511 /4.6 433 38.6 511 IOb 427 320 614 37.7 127 27.1 511 33.0 112 27.6 614 30A 400 20.8 614 79.0 107 QZ51.2 152 J1411 162 152 47.0 390 36.7 132 40.0 390 31.9 452 30.4 3M 30.1 452 32.0 374 27.1 152 70.] 373 22.0 {32 26.0 385 19.4 452 24.2 359 10.9 452 23.6 355 X 38.1 357 31.7 357 321 317 27.2 357 28.4 312 238 357 25.2 300 21.1 337 22.7 303 19.0 357 20.8 289 13.9 367 16.0 283 17.0 757 16.2 267 11.9 737 15.0 287 W 35.1 370 28.2 7]8 ]0.1 701 25.0 ]7B 26.1 280 21.9 738 23.1 292 105 370 20.617.5 336 1g.0 284 14.6 3711 10.5 270 12.5 J]0 14.6 273 11.0 776 13.8 269 c+j �27.7 259 3 23.1 269 23.7 259 19.8 209 20.5 256 17.3 789 18.1 252 16.4 260 16.3 249 13.9 268 11.9 240 11.6 260 126 240 B.0 280 11.4 6.7 280 10.4 232
z
TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: m O s0
AnchorCe act Table Iba ANCHOR CAP.,,o,,,,, � �
SexW. 2.71 rb2nie 359 Cmc. Halow CMU F13ed CMU PT Wood Wall (DP,)X( )=ANCHOR CAP.,,,
511E EIc0 1q'S9 EKo HIE Eko VP 3s Elco 810 Slee) 012 Simi W2 Stet:l MULLION
AnchorCllp Pattsma Ancna TYDa SHE Elco umracm 114'F unntcon ytE Elco Uaam 114•EKO UBracon ( ) (� (475) USE THIS FORMULA TO OBTAIN THE'ANCHOR
uoacon Atgg1G Or U9racm A IeG1or 3rRN G5 SUW n 6crn
Edge Ostame 6n) 1• 2.112 t• 2-112 31R V 2-6z 1• 2-10 2 3718• T 0.48• Q64• 0.72r CAPACITY REQUIRED'CORRESPONDING TO AN
EM mfmt n tare i- r 1310• i-Yr Y 1-V4' 1-V4• 1.114• 1-VI• 1-v1• av4• 2 13.6• tyE sales ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anton®4.75'Mtn O.C./Standard OrOMel Cap(R91) 900106 390 Its 450 las 890 as 16/410s 2701Ds 2801,11 361106 7001,11 371 IDs 661 As 9161!0 3414 442 US 56001 OPENING,WHEN IT IS LOWER THAN THE MULLION
4 AKt"a®1.15'MN O.C.ISladanl(Or01M)Ctl (Fig 2) 480106 700106 NIA WA NIA NIA 3H71% H/A IBA RIA WA WA r;32Ins 085 nn 1120 406 CAPACITY(FROM THE TABLE)OF THE SELECTED
IA22 @li•MN.O.C.1 2a5Arple Cogllfl93) 790106 )BO 6a 680 ms 1566 on 189606 61006 SW Ins WA 7b01te Tae Os r1m 0s 16929a 602 es 885®s 112001 MULLION.IT WILL YIELDA MINIMUM ANCHOR
3Alxron®0.45•Mn.O.C.I UC ,"'a 1111 Alum.P411 NIA WA NIA WA NIA NIA WA MIA WA NIA WA WA NIA WA 107306 CAPACITY WHICH MAY BE USED TO QUALIFY
1Arct1Dr/FCtlp lFlp 51 10601 1051os 2251Ds 44fi ms 622m 13506 140 ke 177 b3 370 tm 187 ms 3321bs 479118 17006 22106 280 ins ADDITIONAL ANCHOR OPTIONS FROM THE
2 AMfnn®1.19'hurt O.C/F4: 0 240 IDs 350106 WA t1/A NIA IVA 100 Ds NIA WA NIA WA WA 31105 1121,16 560Ds ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT'RRVISBD
a1 complying with the Florida
F-1.000'�I Building Cuda
FIGURE 1: FIGURE 2: TABLE NOTES: Acceptmlco 7461(6"�?.I$.O
PAP
imlian Dam /jU2l
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 Dad.Pma1cY
511l111111r/
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3.125' `� N'�,.••• •. f74
FIGURE 3: !�
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ti�.•'•\.10CNSC '''P
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -`i; N..56705
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '500•
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED '--0 '• 6 lit,
�V
FIGURE 4: FIGURE 5: FIGURE 6 YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.126• -'f� iXCE �
:O
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(1B GAUGE).STRUCTURAL STEEL TO BEAT 1'X 3.126"X.5*MULLION
(1•VF MULLION) ~�•'•.rlUR101�•' \Q,
LEAST.125'THICK AND 136.ALL ANCHORS INTO METAL SHALL,18-8 S.S.AT LEAST 3 SCREW THREADS BEYOND •• •••• '
THE MATERIAL.0410 ANCHORS INTO WOOD MAYBE STEEL,1&B . OR 410 S.S. / is'S��OI`I A\;�1`\\\`
A.LYWIWLLER,P.E.
FL P.E.#58705
TABLE 6A
Mullion Capacity Table(ibstfl) • „
Opening Width(tor wrticalyspamirg mullons)or Opening Height(tor horizonta8l-spatying muttons) c!
501. 601n 701n 501. BO In 10014 120 N 140 N 160 N O
Rectana.iar Traprin-9, Recargdal Aaplyda:g. Recianpdw Ttejimma. Ruftof iat TaaprMarg. R4ctan08lar Thopftdmlg, Red.-Gd TbpTiinwq. ReetwgW 7tap7Tnang. Reasngrier 'IncifTrtsng. RectengWas Sroprrid g. �
1 x 4 x.126 lmdrg Lowd.0 Ladnt7 Lending La4dNg Loading Loadn0 Leading Loadl a Loinlnp Lading Loading Loading"' Loadrg Lording Leading Laedlna Loading
Alum.Tube g g g & n c Y U
MUIIIOtt tel
42 In 170.0 020 170.0 435 170.0 144 170A 470 1170.01 988 170.0 6011 1 170.01 992 1170.0 510 1170.01 11181 170.0 1 621 170.01 1240 170.01 521 170.0 14U 170.01 521 145.6 1489 170.01 521 127.6 1469 170.0 821 O
18N 170.0 708 570.0 611 170.0 e50 170.0 664 170.0 992 170.0 030 170.0 IA3 170.0 681 170.0 1276 170.0 077 168.3 1303 170.0 Sea 130.-3 13to 170.0 we 111.7 1303 170.0 680 97.7 1303 170.0 580 -j :c50,025 in 170.4 747 170.0 663 170.0 809 1 170.0 631 170.0 1046 570.0 664 170.0 1195 170.0 723 158.1 1235 170.0 747 140-5 1235 570.0 758 111.5 1235 170.0 768 100.4 f235 Me 750 87.8 1230 770.0 1 786 D-g N
7
4N 170.0 787 170.0 812 170.0 1 956 170.0 591 170.01 1118 170.0 74 161.1 1169 170.0 803 137.2 1168 170.0 937 123.6 1166 Ii0.0 865 1028 1168 170,0 681 002 1158 170.0 681 77.2 1168 170.0 581 m O p
60 In 170.0 845 170.0 701 166.7 1042 170.0 797 142.0 1042 161.1 832 125.1 142 14a.7 815 111,2 1042 Isla 801 100.0 1042 130.2 791 B3A 5042 MA 782 71.0 t042 125.1 702820. 1041 525.1 782 Imp
63N 170.0 B70 170,0 N5 107.2 982 183.1 858 129.5 P92 144,4 799 11}.4 902 131.0 782 t08.8 992 121.4 766 90.1 992 114.0 765 78.0 902 105.4 746 4a 992 100.0 744 50.7 892 108a 144
66N 160.1 047 170.0 709 137.8 wr 1480 788 118.1 wi 130.3 708 107.1 047 117.7 752 91,8 047 106.7 738 027 047 102.2 727 66.9 047 95.1 713 59.1 047 04.0 711 047 04.0 711 fl Z m
M N 136.9 49 1427 737 7132 049 121.6 722 97.0 49 tOb.9 100 04.9 4B 80.{ 699 7d.6 019 08.7 808 61.9 49 027 676 58.8 649 75.3 659 40.8 446 72.6 652 426 040 72.4 651 2T
76 In 116.6 762 120.7 665 g8.3 762 102.6 652 92.5 702 900. 040 72.2 762 80.9 S29 61.2 782 742 620 67.6 762 69.2 613 48.1 782 62.8 602 41.3 702 58.8 697 36.1 782 59.5 695 � IL g z
31 101, 10BA 721 I11A 834 89.0 724 Ole 621 76.3 721 82.8 600 68.0 720. 74.1 69B 3B.4 M4 4,1 691 630. 724 03,4 553 44.4 724 57.3 573 382 724 4,3 697 334 724 53.5 565 Q J V'
J • ti
9013 69.8 643 71A 103 68,0 43 50.7 474 4P.7 47 520 188 43.5 543 47.t 466 38,8 343 42,8 462 34.8 43 30.6 446 29.0 613 34.9 438 240. 43 32.1 430 21.7 543 30.7 426 Z O
081, 07.3 418 30,8 427 47.6 478 49.7 419 40.9 478 43.2 412 35.8 476 38.5 406 31.8 478 UA 400 20.7 476 320 396 23.9 478 28.7 388 20.5 478 26.8 380 17.9 478 20.2 376 Q)- 00 O
a4p me
1001n 40.3 377 11.1 311 3s,5 JT7 34A 335 29.8 377 30.0 330 26.2 371 28.6 325 220. 371 24.0 321 20.1 377 22.0 317 We 371 We 310 14A 317 VA 304 � �
711 N 37.1 357 37.6 323 30.9 357 31.6 315 26.6 357 27.8 313 232 357 24,4 309 20.8 357 22,0 386 tb6 357 20.1 301 15.4 357 17.4 204 wOf
)(
720N 29.3 308 20.8 279 24.5 349 28,7 274 21.0 308 21.7 270 16.3 398 192 207 183 300 17.3 283 "! LD «3
1441. 17,0 272 172 1B9 Q X Q Q Q
TABLE 66 ANCHOR, ADJUSTMENT FORMULA: r mQ
Ana Or Cavaeltv Table lbs
6sraa6ata: 2.7k Concrete 3.Sx Cara, HoOaw CMU Feed CMU FT Wood Matas ANCHOR CAP.,,",,,,.,
(DP,)X t >=ANCHOR CAP
Anchor
Ebo 1N'SS Eke NIB'Elco IIP aS Ebo 610 St.] 652 Steel 61291.d MULLION CAP.,,•,,,,,,
Anchor C)1p Paitem• Anchor Type: sl16'Eko lAtrecan tM'Eka UNeoa. 106.18.1. x79•Ek0 U194can I!4'Eke UNacm A9g16Ceta' Savaoon A9gt40atw ecnw(O5)Sctww(05) S ww(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Edge Dbtemo M7 t' Zan• i' 2-172' 3-115• 1• 2-1n• P 244 r 3.118• Y 0,48' 0.4• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
Em3dmmt(I.j: 1.314" taro• 1.314' 144- r 1.114' 1-174' 1-v4• )-u4• 1-10' 1.114• r tall- 14W 5848.1 ACTUAL PRESSURE REQUIREMENT FOR THE
2A-h-404,76•MN,O.C.I SWMdd 000241 CYp(F10.1827 390 bs 390 W. 450U 69013 141106 270106 280 lbs 351 ba 740 be 374106 grim -7j8-it* 351 ba 442106 Bets b4 OPENING,WHEN IT IS LOWER THAN THE MULLION
4 AwWm@225'MN.O.0 I Standard to Oteet)Cap(Fq,31 nobs 70093 580306 141013 052 ib4 WA 56013 WA 630 bb WA 880 tm WA 6829» 695 iba 1120 Ors CAPACITY(FROM THE TABLE)OF THE SELECTED
a Anohom®10.6'MN,O.C.I Stanmrd(orO6e0 Clip(Fla./Y 0601s 1400106 WA WA WA WA 700 lbs WA WA WA WA WA 1353 ba 17109» 2240 Ns MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 AMNONO3-N.O.C.1(2)2.5 A.&0643 I(Flo.5sl 780 bo 160.14 I 6WW 15M The fees A. 64083 56013 WA 700 i 149106 08013 IB92 Is. 602 bs WIce 1 1120 bt CAPACITY WHICH MAY BE USED TO QUALIFY
6 Anct•n Q 3""O.C.I(2)245 Argla lxpe I A.9): 1170106 MOW 1020 bs 2340106 2644152 810 116 84013 WA 1140106 1122 bs 1320 bs 2839106 102213 1327 ba 16M bs ADDITIONAL ANCHOR OPTIONS FROM THE
4 Atcham 6OASMN,O.C.I U-alp,Nio,f25'Alum.(F797k WA WA WA WA WA WA WA WA WA WA NIA WA WA WA 14-3013 ANCHOR CAPACITY TABLE
2 A7xhon 4 2.26'MN.O.C!F431p(Fq.BT 750 b6 25013 2B0 ba TOS 93 R8I3 WA 280106 WA 3t5 as WA 440 t3 WA 3410.3 142 i3 660106 FRMUCT REVISBD
4Anamm 1.15"MN.O.0/f431p{Fq.87 480 b3 700106 WA WA WA WA 38013 WA WA WA NIA WA 8B2 ba 41513 ".ad as cugply)86 with aw Flottwx
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --j 1.000' f-- tt�-by)8.O•j
Bxpi7clion Dab
TABLE NOTES: By i•�
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE& FIGURE 9. Mfam! p 5'
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE 555 t t5+1 rTj 1j
• • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �\5.O1�,.• •• .tlzj
• • •
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. Y ,�y'�*�.•'�SCENSF ''.F� ��
3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES 4.000" ='i•: ),)O,61}705
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW
FIGURE 6: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. ITA9.1
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '�CONCRETEBLOCK UNIT CMU SHALL CONFORM TOASTM C-90.WOOD SHALLBE PRESSURE-TREATED YELLOW
(CMU) <YORtt)1`.r.
SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.126'THICK.STEEL �7r,- ��n �C�•�`
( ) AND STUA36 ALL ANCTO BE HORS INTO META SHAG EXTEND AT LEAST 3)SCREW THREADS BEYOND THE MATERIAL#10.STRUCTURAL STEEL TO BEAT LEAST.125- 1&K F ,,/�rt�1,1 IN-
#12
N-
ANGLE CUP FIGURES 5&6 MUST BE USED IN FAIRS. 1'X 4'X.125' LL"
7
#12 ANCHRS INTO WOOD MAY BE STEEL,1B 6 S.S.OR 410 S.S. MULLION A.LYNN ULCER,P.E.
FL P.E.#58705
TABLE 7A 6
Mullion CapaciN Table(Wate)
Opening Width(tor uer6rallysparning m0lons)or Opening Height(tor)lorizorla9pspanriing mulions) ^�
601n 60 in 701n so in 90 M too in 12010 f401n 100 In O
I%4 X.376
fle.wrodar Tiap fdeng. R¢4,anpu pr haprt0a q. t4actang0 a TcapTdanO. ftxlan9dW T[aplTdn g Rectanyuie Trop ntnng. Ract¢npta] hap•Tda,rg. Rca..jfv1 r T(WTdanD• Raaea guar 7raphlany Raeia Oola 7 aA7n¢ng. 4 a
AI1m•7u66 Laad* L0odn0 Loafing Lowing Lo."ng Landng Ladng La¢dnp Laadng Loadln9 'L.oadiq Ladng Loafing Loadno Lowing Loadng Loafing Loadng
•�$ qa$ gDg_ r grg q$b.
Mullion' ZS � �' tf _ �' 4,S Ci�' s7 {t � �' tS �' N
z Zis M
421n 170.0 610 170.0 435 170.0 744 170.0 478 110.0 888 170.0 606 170.0 992 170.0 519 170,0 file 170.0 621 170.0 1240 170.0 621 00.01 1408 170.0 521 170.0 1 17351 170.0 521 170.01 1903 1 170.0 521 LD
481n 11x0 700 170.0 624 170.0 660 170.0 654 170.0 992 170.0 870 170.0 1133 170.0 681 1170.0 1276 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 080 170.0 1963 170.0 660 161.0 =4 170.0 000 LU
50,625!0 470.0 747 170.0 603 1700. 698 170.0 631 170.0 me 170.0 884 170.0 figs 4760 723 170.0 t345 170.0 747 170.0 1494 170.0 760 170.0 1793 170.0 76e 160.0 1918 170.0 760 136.6 1919 170.0 760
6{In 170.0 797 170.0 612 170.0 956 170.0 001 170.0 111a 170.0 764 170.0 1275 170,0 003 170.0 1434 170.0 637 170.0 1594 170.0 050 159.9 1799 170.0 081 137.1 1790 170.0 881 120.0 1700 170.0 601 W p
m
601. f70.0 085 170.0 101 INA 1063 170.0 797 170.0 1240 170.0 675 Vel) 1417 170,0 W4 170.0 1694 170.0 906 155.6 1819 170.0 1033 129.6 1610 170.0 ID63 til.0 1610 170.0 1063 97.2 late 170.0 1003 Fes„ tm0 U)
6110 170.0 030 170.0 746 1704 1116 110.0 850 170A 1302 170.8 940 170.0 1486 170.0 iota 168.7 1-642 170.0 INS 141.0 ISO 170.0 1122 117.6 1542 1066 1168 100.7 1542 167.6 1167 88.1 1642 167.9 1167 a
681. 170.0 074 170,0 760 170.0 1169 170.0 903 170D 1364 170.0 1002 180.6 1412 170.0 1006 142.8 1472 MIA 1145 128.5 1472 168.5 1130 107.1 1472 147.5 1108 01.8 1472 1160 1104 60.3 1472 146.0 1101 Z fq 6 �
72 In 170.0 1063 170.0 879 170.0 1276 170.0 1009 t60A 1320 166.2 t101 13ZO t3M 149.0 1082 117.3 1320 137.6 IOBe 106.0 1326 128.0 1019 08.0 1320 117.0 1024 76.4 1320 112.0 left 68,6 I= 112.5 1012 LU
U
761n 170.0 1t22 170.0 017 140A 1164 169.4 1003 1282 1184 130.8 #38.0656
I164 126.7 076 99.7 1184 116.3 964 89.8 1164 107.5 952 74.8 1164 97.6 936 04.1 1154 93.1 927 56.1 1104 02.3 925 ? z
7810 166.1 1124 1700 087 IJ6,{ 1124 4.0 965 116.0 1121 128.5 1124 116.6*.31
21 105.6 816 67.0 1124 90.6 BOB 002 1121 00.0 890 59.3 1124 84.3 861 51.8 1124 03.2 576 ¢ J t om„•
gain 108.1 841 171.5 760 90.1 544 84.3 736 77.2 847 62,1 81< 73.3 7 88.5 761 67.0 BN 81.J 693 45.0 844 04.2 675 36.0 544 50,0 668 33.8 544 47.7 882 Q Z
96 In 69.1 742 61.5 583 74.2 742 71.2 652 03.8 742 871 742 69.6 42 61.1 822 44.6 742 49.8 614 37.1 742 p.8 600 J1A 742 J8.8 600 210. 712 37.6 a84 � �g
¢ E� r
1081n 624 5118 63.9 530 52.1 $06 63A 621 M.7 111 46.6 586 110. S 37,3 495 JI.J 6B8 342 492 26.1 668 29.8 481 22.3 558 20.5 472 12.6 500 24.7 480 m
11th 67.8 565 48.5 503 78,0 465 19.6 495 41.2 555 4Z9 S65 38.0 56 342 473 286 665 31.3 487 24.0 555 27.1 457 20.8 655 24.] 448 150 6Sa 22.4 M2 LU X1201n 465 475 46.4 433 30.0 475 39.0 428 3Z6 475 337 475 29.6 75 26.5 409 22.5 475 24.6 CK 10,0 416 21.1 305 18.3 176 1a.7 357 14.3 475 17.2 351144 in 2a-4 330 26.7 305 22.0 330 22.4 101 160 330 19.3 330 17.0 X ¢ Q p
a'� z va N
TABLE 78ANCHOR CAPACITY ADJUSTMENT FORMULA: °��
Anchor Ce ltv Table Ib5 ANCHORCAP.,„,,,,,
Subatmte: z7keoncmte 311,41,00a. Roa-cMu FNWCMU PTWaW Metal (DP„)X� }=ANCHOR CAP.,,,
5116 Eloo 114'IS Elm 5116"Elco 1/4'68 Elco 510 SIGN 91281//1 012 staff MULLION CAP•,,,,,,,,,
Anchor Clip Patterns [1rtcD°/nP' �icEe°ultmcon /J4'EkoU76¢oon u0a« xie'Ekoh10«a fu•E10aWtraeon A"mOamr URmcon AWeGata Sao (05)30-(G57 Sm-(05) USE THIS FORMULA TO OBTAIN THE*ANCHOR
Edge dcunce(In): 1' 2-1r I V 2-112• 3.116 1• 241r 1• 2-1R• r 3.116 2' 0.48• 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
Embeddnani an): 1-v4• 1-314' 1.3/1• ISI4• r 1414, 1414• 1-1J4' 1414' 1.174• 1.114• r 1481 MI, 1;r ACTUAL PRESSURE REQUIREMENT FOR THE
2A«hofs 04.75•Min.O.C.f Stand&da Oft
el Clip(Fig,1821 390 ba 390 b1 450 We. BDO W. 1844 Du 2701. 2801b1 354 b1 740 ba 3741bs 664 lb. 948 tba 341 The 442101 56013 OPENING,WHEN IT IS LOWER THAN THE MULLION
4Aactw ZWMin-O.C./StanUft(OBae0 Clip aq.3): 700 ft Loom{ 5801ba 1410 ba 952 m4 WA b60m8 WA 530te. WA NO R5 WA 692 ba 6a51b4 1120m< CAPACITY(FROM THE TABLE)OF THE SELECTED
8 Anctan 1.IV MN.0,0,I Standard(of Mel)Gip(Fla p: 9B0 615 14o01W WA WA WA WA TOD IQs WA WA WA WA WA 136311 fila m. me is MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 AneMta g93'Min O.G t{2)2c6An*Caps l pig.5): 780 Oro 7B0ms 880 m1 156011 0898 ma 549145 580 ma WA 7602u 748 tm 8801bs 1802Ibt 682 I6a 8051. 1120 ma GAPAGITY WHICH MAY BE USED TO QUALIFY
6 Anchme 0 3•Min O.C.I t212c6 An01a1211/(Fq.B} 11701b4 11701M 1020 Iba 2340141 284111 8102. 840 ma WA 114016e 11221ba 1320141 2836 1b, fon ICs 13271W 1680 bt ADDITIONAL ANCHOR OPTIONS FROM THE
4Aml-00.45'Mi.O.C.i Uaip.M10.125•AMn,(Fg.7): WA WAWA WA WA WA WA WA WA WA WA WA WA R/A 1470104 ANCHOR CAPACITY TABLE.
2 Anchuc 02,25•MN.O,CJ F•GI,1FIp.e7 350141 350 ma 290 ms 706 ba 475169 NIA 28011w WA 315101 WA IID ba WA 711161 412161 560141 PRODUCT REVISED
4 Ancien 01.16'MIn O6 CJ P{21p ft,9): 48000 700 ma WA WA WA WA 3b0161 WA WA WA WA WA 60211 015100 1120 N• as c-plying with Itla Fttnide
Building Coda
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --� 1,082• f-- -•-i 1.000" f-'- Ac«pan«Ne 1 r0"0'L}S• �
B piml Data /�21
TABLE NOTES: By
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9. 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION M1ani Dade Prod001
• • • • • • • • • ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 111 I I I I I
• • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE. \\� 0,�•{LYNN 11j7�1��/
• • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 4.000' .`Vti,• ;`�:`
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000'
SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Nu.5070.1 Y
FIGURES: FIGURE 6: FIGURE 7: C-
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND M_i;'. �Q• nn �6 t.(1
• • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•80.WOOD SHALL BE ;�1 (•D O r 4/"
• • • •
PRESSURE-TREATED3-75ANDBE
MIYELLOW SOUTHERN PINE WITH AN SG OBE A ALUMINUM SHALL BE C '•.
fi063-T6 AND BE A MINIMUM OF.126'THICK,STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' .376' ,375' i t�-, •• `• ;`
THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126"THICK AND A36.ALL ANCHORS
ANGLE CLIP(FIGURES 506)MUST BE USED IN PARS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 8#12 1'X 4'X.375' I VX 4`X.375" A.LS'NNIMILLE'F�,P.E.
ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 'T'-MULLION MULLION
FL P.E.#58705
TABLEBA
Mullion Capacity Table Ibsr87 n
Opening Width(for vertically-spernlrlg mullions)or Opening Height(for 1pd7ontally-spangling mulgons) ��Ld
501n 601n 701n 601. 90 in 1001n 1201n 1401n 160 in '
1.26"% Rectangulu T,prrdang. RameOgil-1 1.plfMng. Recfan9ubr Treprtdmg. Recte.gular Trop[Tdeng, R.1.90ar Tmpmlegp. Raclanow. Tw/1dOn9. Reclln9ulor TrepRdeng. RectT p
angl. ridmil. Rectangular Tr4pTdmg. 4
WailinglOadmg Loading Loading Loading Loading Lowing Lnaotn9 Loading Loading Loadtn9 Loading Loafing Laadln9 loafing Loaoing Loading Loadkig �Y i
3.188"It
.286'Alum
¢z+ ^- 1aj
Tube Mull
421. 170.0 1 020 170.01 NS 170.0 711 170.0 476 170.0 068 170.0 SOB 170.0 991 170.0 319 170,0 1110 170.0 521 170,0 1210 170.0 621 170.0 1400 170.0 621 170.0 1735 170.0 621 161.8 1709 170.0 521
J
451n 170.0 706 170.0 524 170.0 SW 170.0 501 170.0 992 170.0 030 170.0 1133 170.0 081 170.0 1275 170.0 677 170.0 1417 170.0 680 154.6 1516 170.0 680 132.7 1618 170.0 660 116.1 1545 170.0 Boo _
50.626in 170.0 747 170.0 563 170.0 BOB 170.0 631 170.0 1040 170.0 661 170.0 1195 170.0 723 170.0 1316 170.0 747 187.0 1488 170.0 766 138.2 146a 170.0 766 119.3 1460 170.0 766 104.4 1468 170.0 756 U)
641. 170.0 787 170.0 612 170.0 056 170.0 691 170.0 1116 170.0 761 170.0 1275 170.0 807 183.1 1376 170.0 637 146.8 1378 170.0 BSB 122.3 1378 170.0 881 101.e 1J78 170.0 661 61.7 f376 170.p 601 m U C3 O
601n 170.0 885 170.0 701 170.0 1053 170.0 797 155.0 1158 170.0 676 139.0 1155 167.4 630 123.6 1158 160.8 919 111.2 1156 150.0 912 92.7 1155 144.6 905 79A 1150 14Le 605 as.5 1150 141.6 905 � W to U)
031n 170.0 930 170.0 745 160.1 1051 170.0 850 137.2 1051 155.9 662 120.1 1051 142.0 845 106.7 1051 1323 637 98.1 1051 123.7 630 60.1 1051 1196 622 68.6 1051 119.1 821 60.0 1051 116.1 021 fl J
W 0
L Be in 167.1 957 170.0 709 139.3 967 151.6 803 119.4 007 134.0 790 104.4 067 121.6 T77 62.5 957 112.8 767 53.6 057 105.6 769 ella 951 100.0 760 59.7 957 98.0 740 622 057 98.9 745 Z
FZn 721n 126.7 601 135.2 608 107.3 Sw 116.2 604 91.9 604 101.3 671 60.4 504 91.4 660 71.5 001 e4.I aa0 61.4 504 7a.5 543 53.0 504 T2.3 633 40.0 004 60.9 6x9 40.2 ea 69.6 528 g¢N W
7810 109.1 712 114.1 630 01.2 722 07.2 610 70.2 722 66.3 600 88A 722 78.7 608 60.8 722 70.3 55a 54.7 722 65.5 Sao N.0 7x1 59.5 670 39.1 722 50.7 565 34.2 722 50.2 504 V Z
5 751. 101.2 655 105.6 600 04A 655 60.6 600 72.3 886 78.5 577 63,3 685 70.6 680 56.2 683 04,5 560 50.6 667 60.1 653 42.2 003 64.3 843 35.2 655 01.4 537 31.e 655 50.7 536 .�-•
~ C4 Q Oa p
901n 63.9 615 80.0 N7 64.0 515 57.5 449 47.1 515 50.1 341 41.2 515 44.7 434 38,6 515 40.8 42a 33.0 510 37.4 422 21.5 515 33.1 413 23.5 515 30,5 407 20.6 515 29.1 404 X Z
961n 54.3 453 55.6 404 45.3 463 47.1 397 36.6 453 41.0 391 33.9 453 36A 355 30.2 453 33.0 379 27.2 483 30.4 334 a.b 463 28.0 JOa i9A IS.1 21.3 380 17.0 463 229 J5B H m O
fn Go 17 M0)4-
1061. 38.1 35B 39.0 323 31.8 355 32.8 ma 27.2 358 23A 313 23.0 335 25.2 309 21.2 355 227 304 19.1 356 20.8 300 10.6 Jsa 10.0 293 (q �
III h 35.1 33e 25.0 306 20.3 370 301 301 25.1 338 26.1 297 22.0 336 23.2 293 19,5 we 20.9 x119 17.6 336 19.1 295 N
12010 27.5 280 20.3 281 23.2 290 27.8 260 19.0 200 20.0 256 17.4 290 15] 253 16A 290 10,4 249 U Q
144 h 18.1 I1 1aJ tea Q.`' � O
Z
TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: 0
AnchorCa ecl Tablejibs) ANCHOR CAP-,p„�, va '7
Subauale. 2.71,drc.de 35k Cmc. Heam7 CMU Fgled CMU PTWood mdal (DP,)X( )=ANCHOR CAP...
516'oto v4"5S Ek.5fI6'Eko 114.53 Elm 070 Sled 012Steel 012 Steel `MULLION
AnchorCllp Patterns Anchor Type ata Elco unracm v4•Ekougrecm UOWm afa Dm UNacm U4'EkoUllracm A0.0d" USrdcm A99MG9v Sc-(W)Sc-(G5) SCION(0) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge astarce 0n) 1' 2-11Y 1" 2-112" 31AP V 242' 1" 2_v_ 7 3410 1 2. 0.46" 01ST 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
Embednell n 13/4" 1314' 181r 14 r 2• 1-v4' 1.114' 1.114• 1-Ile M14" 1-1/4• 1 T I ve- 13'a 4a1ee I ACTUAL PRESSURE REQUIREMENT FOR THE
2Anchm 19478,Min O.C./SIeMam n016eleUppil 1J SM IM 390 Its 450 Ws egg Its 1SUWs 270 ms 280 Its 354 lbs 740 Its 374 bs 6641m 946 Ms 34110s 44205 56003 OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Archms®1.15'Mql O.C.l S1m Mid(m ofw)c (rig z} 480 Ws 7m Os NIA WA NIA NIA Seg ga NIA WA NIA WA WA 682 Ws 665Os 1122 ba CAPACITY(FROM THE TABLE)OF THE SELECTED
1 Arcrols®8'MW.O.C.I(1)2t5Algk Cgps/Ogg 3y 76000 700 Its (aD los 1560 Be 1006 bs 540fbs 660 1b6 WA 760110 Tae ms 060 ne Ie9293s 6e2 bs ee5 ua 029 Ds MULLION.IT WILL YIELD A MINIMUM ANCHOR
IArcron®0.45•MIn.O.C.I UCllp,Into.l2a Alum(Fig 4J NIA WA NIA WA NIA NIA WA NIA WA WA WA WA NIA WA 1430 Me CAPACITY WHICH MAY BE USED TO QUALIFY
1 Arcrorl F-CAP Ina Si. 195 bs 1051m 225 bs 445108 022 Me 135 bs 14098 177 lbs 3701b5 187 bs 332 lie 473 Ws 170bs 221 Im 250 Me ADDITIONAL ANCHOR OPTIONS FROM THE
2 Ancroo 0 I.I8,MIn O.C1FLq RT 6) 24000 35000 NIA WA NO NIA 19000 WA WA NIA WA WA 311 W9 44200 660 Its ANCHOR CAPACITY TABLE PRODI ICT REVISED
NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. al C-plyinglvith the Florin
lluildugg Code
FIGURE I: FIGURE2: I-1.250"--i Acceptance No 6"-0216�11
.`03
TABLE NOTES: E8 imliZI
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Br
ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Mimtli !
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE ,��\Ory( LYNIN ki, ",�'
ie
FIGURE 3: :.�
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.188'
CLIP
ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �' '•,{;�:
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 265, MU.58765
IN PAIRS. I _ ;•
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND rb�FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM C•B0.WOOD SHALL •.BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 1 5'1h1
• 6083-T5ANDBEA MINIMUM OF.125"THICK.STEEL STUDS TO BEAMINIMUMGRADE33AND ^�•'•.,ti,(OR(pH,,•'•�•,;
• • .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126"THICK AND A36.ALL 1.25'X 3.189'X.285"MULLION %�•`p .,„..• `�.�
• ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1-1/4'VF MULLION) .'77 S�OIVA�•
• #10 8#12 ANCHORS INTO WOOD MAY Be STEEL,18-8 S.S.OR 410 S.S. A.LYNN 4v1ILL��,P.E.
FL P.E.#58705
0
TABLE 9A f8
Mullion Ca aatty Table(Ibelt?)
Opening Width(f0rwr8ealy6p2ming untaons)or Opening Height(for tortzonle0y-apemlrq mW9oro) of21
5o k Be k 10 h Be In Be in 1001n 120 h I401n 160 In 8S <
Recie"whr Tap/rdanp Raolen9uhr Tropman. WtmauU, Tmprm.e g. R.teraWar Tnp/Tdana asdonwlar TnplTdan9. Reere"wwr TnpTdena R«nrgWar TnpTdanp. Rocl4nw4r Trap/Tlw4 Racla yyy999{{{ o
1.26 N 3.25 NU., TmIJTderp. O
L.AV Ladnp Losdn9 1oodinp Loaap Loading
Ladiq Wadtp Loading Ladrq lns6k1) lasdip LadnD LadnD loadhq Loadtq lading Ladn1)
i.too T
AIUMullionbB f 28 3 Z �G 28 ] 3H i i@ 2 9 iQ dd 2 iR id 2 d 3 2 2d z
42 In 170.0 B20 170.0 435 170.0 744 170.0 478 170.0 865 170.0 SOB 170.D 992 170.0 519 170.0 1116 170.0 671 1533 1118 110.0 521 127.7 1118 110.0 621 109.5 1118 170.0 521 95.6 1118 110.0 521
48 1,, 1700 708 170.0 We i70A 850 170.0 684 167.6 918 170.0 630 118.1 970 170.0 Bet 130.4 918 170.0 677 111.3 918 170.0 680 97.8 978 110.0 600 67.8 970 170.0 060 73.3 970 1TO.D 680
60.825 in 170.0 747 170,0 563 170.0 888 170.0 631 150.7 927 170.0 684 131.0 927 166.5 708 117.2 977 1561 699 105.5 921 158.3 696 67.9 927 168.3 695 75.4 977 158.1 61
S 65.0 921 158.3 865 Q.
641. 110.0 707 170.0 e12 154.5 869 1700 691 132.6 B69 163.0 ad 116.1) 889 141.8 069 103.0 089 134.0 660 92.7 869 170.6 654 77.3 B69 [46.5
652 68.2 B69 178.8 852 629 089 120.8 652 U.1 O Q
BON 1{3.1 740 153.8 634 119.4 746 1]2.3 820 102.3 746 117.6 608 89.3 745 1(17.6 599 79.6 748 101.0 592 71.6 746 06.6 BBT 59.7 746 583 51.2 748 93.3 651 44.8 1/11 911 603 r� (� co N
530 123.7 617 132.0 679 ID].1 671 1132 566 66.4 677 IOOA 655 77.3 617 91.1 646 68.7 671 65.2 539 01.9 677 BI.O 534 51.6 677 629 N.2 077 76.7 529 38.7 671 767 529 O J
66 N 101.6 617 111.1 630 89.7 817 97.6 519 76.0 847 86.3 509 67.3 817 78.3 8110 59.6 617 72A 191 63.6 617 66.7 4119 11.8 617 48] 36.4 617 63.7 482 33.8 617 63.7 482 4 7
121" 82.8 516 87.1 450 69.1 616 74.2 446 59.2 file 05.2 432 51.6 518 56A 426 46.1 fife 64.7 419 41.4 518 5D.7 414 34.5 610 408 29.6 618 15.0 405 26.1) 518 45.0 405 Z �? m 10.6405 117 108 58.7 485 62.6 3BB 50.3 453 6/.11 190 44.1 186 40.1 JB1 19.7 161 15.1 JIB 35.7 485 42.] 714 21).{ 485 7BT 75.7 46738.5 381 22.0 465 96.2 363 _ U1
181" 65.2 411 86.0 ]O7 54.3 441 57.7 310 48.11 441 50.6 372 40.8 441 45.4 306 36.2 441 41.6 380 329 441 30.7 366 27.2 441 N9 233 441 33.1 348 201 441 32.7 345 J Z
BO I" 42.4 332 43.9 296 35.4 332 37.0 289 30.3 332 37.3 284 26.5 112 78.8 28D 23.8 332 28.1 218 71.2 332 24.1 272 17.7 337 21.3 280 16.2 337 11).8 262 113 332 16.7 260 ¢ O '�••
O ¢ C
BBN 35.0 781 ]6.0 7110 29.1 201 30.] 258 76.0 71)1 28A 257 T1A 791 7l5 246 19.4 2111 21.3 214 17.6 291 19.6 741 14.0 291 11.1 7311 126 201 15.0 232 _
loll, 24.6 230 26.1 208 2D.5 730 11.1 205 17.5 230 18.3 201 15.4 230 183 186 I� x yqqZ-00 BO
1111" 22.0 218 211 197 160 71e 19.4 194 16.2 216 16.6 191 11.1 210 14.9 180 6 N r5
120 N 17.9 181 182 170 14.9 107 153 161 LU (Y1
U N a 0 0
Z
a m0 In
TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anchor Capacity Table 16a ANCHOR CAP.,
BWslrale: 2.7k Corrorele SBL cart. Holm a6U peke CMU PT Wood Mewl (DP,)X( ,=ANCHOR CAP.o,
5/1V Eloo 1N`e6 Elco 6118'Eko 1/4'SSEIco 1108tee1 11251ee1 a12 Steel MULLION CAP.r,,,,,,._•
Anchor typo: 3116•Elco Uitnca5 114•Eko UlOxon 3116•Elco L111mcon 1/1•Elco UBr6con 14'88 la Ul6ocan ApgeCelu Borer GS Screw(G51 S.(651
Anchor Clip PeNema Oe Wm(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge Dlalem.Ont 1• 2.322• 1' 2-1/2' 3-IW 1' 2dR' 1' 2.177 2' 3.116• 21 0.48• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment(Ini, 1-314• 1x14' t-3+4' 13/4' Y 1.1/4' 1-1/4• 1.114- 1.1141 1-1/4' 1-1/4' 2• 13/6• 1318' lades ACTUAL PRESSURE REQUIREMENT FOR THE
2Anchon®4.7V Mos O.C./Slo'.o'd a Ofhel alp IF19.1} 390 m5 390 4501W 8901bs 1644 Ws 270 MG 280 IEs 3511E 740W 374 ma 6841bs B4B ltb 311 ma 4/2 to. me be OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Auh m Q 1.15'Min.O.C./Slerldard(or Onset)Alp IND.21 400 M 700 lbs WA WA NIA WA 380 lbs WA NIA WA WA WA 8621b, U5[be 1120 Ds CAPACITY(FROM THE TABLE)OF THE SELECTED
4 pnNtora®3'MIn.O.C./R)2r5 Anse ape/(FID.31: 760 B7e 7B0Ibs BBO 64a 1580 Wa 1886 lbs 510IDe SWIba WA Too The 7481a 680043 im Ws 6828m 6B5lb, 1120 ma MULLION.IT WILL YIELD A MINIMUM ANCHOR
7 Anclnn®0.54•Ben.O.C./U{Tp•kfo.100•Aaon.(Figs 411 WA WA WA WA NIA WA WA wA N!A WA WA WA WA WA 950 Do CAPACITY WHICH MAYBE USED TO QUALIFY
1 Arowf FLDp(FID.5)'. 105 Dm t95 lbs 7251bs Ms We 8221bs 135 Poe too loa 177 lbs 370 1b. 1611be 932" 11316. 172Iba 2211be 2601)p ADDITIONAL ANCHOR OPTIONS FROM THE
2 Amhers 1.15'Mn.O.0/Fap(Fig.W: 240D>s 3501W P WA WA wA 1110 N1 WA NIA WA WA WA 311 Iba 4411a 560 bs ANCHOR CAPACITY TABLE. PRODUCT REVISED
m complying with Iho Florida
Building Code V-.0 1a'015
FIGURE I: FIGURE 2: 1.250' Acttplancc Too
TABLE NOTES: Lrxpieniton Da16By
® • • • / • t)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ml
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. MI oda hoducl Cao
111
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��� (1.YNr/�,
FIGURE 3: \�; 0`�.........,�C;
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.260' '�',.•'\LC[hISF ion
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS j7
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -- 'r': No.SB705 -
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM C•90.WOOD SHALL '100' ..1) '• L
FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE (7/-
-T ',-nom••. 5 A I: F ..' ��y-,
• 6063-T6 AND BEA MINIMUM OF.100`THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 1 n •, F{Oftllil�••,' ;r•','
.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL :� 3 .,,..•• \
1.25'X 3.25X.100' lS•'•
� � � ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION +1•�•;`��\
#10 61112 ANCHORS INTO WOOD MAY BE STEEL,t&6 S.S.OR 410 S.S. A.LfNRMILLE ,P.E.
FL P.E.#58705
TABLE 10A
Mullion Capacity Table(lbeRP) x�� R
Op ning lAldth(for wrticolyspamOngmUliorts)orOpening Hal ght(for hadzoi""panring mWli0m) t w Q
so 1n 60 In 701. 80 In 90n t00in 120. IIO In 160'. LLo
Rectvqulu Tfsd
126x328 p/nian0. Racnnpier Tnp/ldang. Reclangulu ir4pRriaiq peclingulvf Trap?denp. Renanpdaf Tfepl7dang. RaNn9Jar TfepRdang. Roc9rngalu 7nprrdnp Ro< div,
TL..diZg. Rac.Mgaf TrLudiang. y
x.624 Looad9 loading Loading LOadng Iaadig Loadig Luft LOading loading Loading Loading Loring Loading Looddg load:q l0adiig LOadinl laadng RY
Alum.Tllbe .. ,. �,. E.. 'S E .. •� F' .2 .yam o
Mullion a eA � �� �e e a1 � :�. : �` � �€ a .@ ; 0J- I ;I g Fg a �� § i- 1 e1 1 ;a I I 1 6� N LL
u u' u u u o
$� cin Lvo
fa a 1� Fa fs sa a �a � �a �a € as ga d �aI sa a �a @ as as fa o
42 In 170.0 620 110.0 435 170.0 744 170.0 170 170.0 Me 170.0 506 1700 992 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 621 170.0 1488 1;0.0 521 170,0 1735 1700 521 1TO.D 1987 170.0 521
481n 170.0 708 110.0 521 170.0 050 170.0 564 170.0 992 170.0 630 110.0 1133 110.0 661 170.0 1275 170.0 671 170.0 I//1 110.0 610 110.0 1700 1700 680 169.) JOTS 1700 680 118.6 1979 110.0 680 J =
50.626 n 170.0 747 170.0 563 170.0 696 110.0 631 170.0 1046 110.0 684 170.0 1195 170.0 723 170.0 134S 170.0 741 170.0 1494 170.0 766 110.0 1793 170.0 766 152.5 1177 170.0 7fi6 13].5 1817 170.0 766 N
541n 170.0 197 170.0 612 170.D 956 170.0 621 1TO.0 1116 170.0 761 170.0 1216 110.0 503 170.0 1134 170.0 637 170.0 1694 1IOA 656 166A 1769 170.0 861 134.1 1759 110.0 KI 117.3 1169 170.0 061 co p
m
601. 170.0 BBS 110.0 101 170.0 1067 170.0 797 170.0 1240 170.0 076 110.0 1417 170.0 911 161.1 1511 170.11 996 1/S.0 1511 110.0 1033 120.0 1511 110.0 1083 103.6 1611 1700 1063 90.6 1511 170.0 1067 F=- IA t(0 J
63 in 170.0 930 170.0 116 170.0 1116 110.0 860 170.0 DOT 170.0 940 156.6 1370 170.0 1015 092 1370 170.0 ISM 125.3 INS 164.0 1082 104.4 1310 165.9 1072 /S.6 1770 155.3 1870 78.3 1370 165.3 1070 W
661n 170.0 914 170.0 789 170.0 1169 170.0 903 155.6 1248 170.0 1002 1362 1248 150.6 1013 121.1 INS 111.1 1000 108.9 1248 139.0 909 90.6 1240 130.4 979 77.6 1246 129.0 976 68.1 1248 129.0 976 Z �i m
72in 167.0 1049 170.0 078 139.9 1049 150.2 892 119.9 1042 INA Sig t04.S 1049 119.1 060 032 1049 109.7 648 03.9 1019 1027 038 69.9 1019 91.] 626 59.0 1048 912 020 62.1 1049 91.1 820
3 76 in 142.1 901 149.1 071 111.9 911 126.8 805 101.9 941 111.2 791 63.2 011 190.0 777 79.3 911 91.7 766 71.4 941 66.5 757 59.6 941 77.6 714 61.0 911 74.0 737 11.6 911 7J.] 73fi
Z
i78 in 132.0 6% 17.6 703 110.0 891 116.9 161 91.7 891 102.4 763 02.5 894 91.9 740 T3.3 894 B4.1 730 66.0 094 76.3 R1 6S.0 B94 70.7 To? 47.1 JIM 67.0 101 41.3 091 66.1 635
94 In 85.9 671 81.7 596 71.6 671 74.9 585 61A 571 55.3 616 53.7 671 $0.2 666 47.7 671 62.0 668 43.0 671 48.1 551 35.0 571 43.) 539 30.7 671 79.7 SJ1 28.9 611 37.9 626 Q O7 p
N
961n 70.0 590 72.8 627 69.0 690 61.4 510 60.6 690 53A 509 44.3 590 17.6 602 392 590 43.0 494 35.4 59D 39.6 408 29.5 590 34.7 477 25.3 690 MA 459 221 S90 29.0 161 )Q.. X Z W„O
LOB in 49.7 466 60.6 421 41.4 466 426 414 35.5 466 31.1 409 31.1 466 32.9 402 21.6 466 29.7 390 21.9 166 27.1 391 20.1 466 23.6 382 17.8 168 21.2 375 15.5 166 19.8 ]70 d) N ao Cr
1111. 15.0 .1 /6.i 100 30.2 111 ]9.7 393 32.7 441 34.1 381 286 441 382 307 26A 44 211 ]76 22.9 /!1 21.9 ]72 15.1 141 21.6 790 1fi.4 111 19.7 356 11.7 111 17.1 351 W cq _
E2 x
1201. 367 370 359 311 30.2 371 31.0 339 25.9 J70 26.5 ]34 22.1 ];0 27.7 329 20.1 ]70 21.7 ]26 18.1 378 19.5 bt 15.1 770 16.7 311 Y
I44 in 21.0 262 2I 2 242 17.5 262 11.5 2]9 15.0 262 15.3 2]6 (..1 N Q O
ag ZmO�O
TABLE10B ANCHOR CAPACITY ADJUSTMENT FORMULA: � 0 m0
AnchorCepaclty Table jibe) ANCHOR CAP.,,„,,,,` a's
3ubsinle 2.7k Cwcrde 351 Coe. h"CMu FOIedCMu PTWooO metal (DP.•)X� 1cANCHOR CAP...
HIE Elco 114'SS Eke 611E Eko 171'SS Elco 570 1( X12 sled 012 Sled MULLION
AnchorCOp Patterns ArKna 3'JE Elio Uln[o v4'EkoUAmcon Wuacon 3"6-Eleo ulrsm ve•Ek011Nxon Apgcaator tMacai A901eOWar 6crew(G6)Scrw lG5) scrw(CIO) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Sage Olslarce n) 1' 2-112• 1• 2.112 0.11E 1• I 2-112 t' 2-112• 2' 3.110• r 0.48• D.sr 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
Emeednau n talo• 13.4• tall' Ia'4' 2' 1-114• I 1.114' 1.114' I-114• 1.11/• 1-114• 2• 1-3m• I lair I rates ACTUAL PRESSURE REQUIREMENT FOR THE
2Arclnrs617E Min O.C.I Stardxd aromelc p inn.IT 990 m 390Its 450 IDS B00 ms 1644 las 27010' 280 0.e 351 ms 7401[0 374 013 66416 876 m3 341 ms 442106 5A OPENING,WHEN IT IS LOWER THAN THE MULLION ,
4 arcnm®1.I5•Mln o.0/sta�mm I.OroeO ctp 610 2)' 400 ws Tao 9s NIA wa WA NIA 380Iro N/A WA wa tuA wa 692 tos 685 2c JIM 8s CAPACITY(FROM THE TABLE)OF THE SELECTED
dArclas6I Min.O.C.I M 2(5 Angle COP I(Fig.3T 780 AS 78aas SBO IDs 1540 me 1906Ns SOWS 58126 NTA TSO Ibs 7/86. em Me 1592 Me 6821ns 886164 11109. MULLION.IT WILL YIELD AMINIMUM ANCHOR
3A.m®0.54'MI..O,C./UCIp,InlD.IWAldo. ig 4) NIA WA NW WA NIA NIA WA NIA WA NIA WA WA N/A WA 950100 CAPACITY WHICH MAY BE USED TO QUALIFY
1 Amhocl FCup 03 67 186 ms 105 In 225 Ms 44510 822190 135 lbs 140 Ia 1770+ 370 Its 10710' 332 Joe 473 ft i101M 221104 280100 ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anclors 61.15'MInO.0/F4: OB) 210Ds 350 to NIA WA NIA NIA 190 Sin HM WA N/A WA I WA 3/1101 442 NE fi6010a ANCHOR CAPACITY TABLE. 1,RODUCT REVISED
as cumplying with Ow Fhxi&
ltoild'ulg Godo '6 6
FIGURE 1: FIGURE 2: 1.260' Exsimldorl Dmo
TABLE NOTES: 7
• • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
• • Ry
ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Miam Dale�raduct
/111111117 ,
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ;�1\��3,`l k,•,
FIGURE 3: '•,•�)(:ENSE '•.••)
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250'
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS0 CLIP t-
BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I'1o.SX1/0''
IN PAIRS. u
4)SUBSTRATES:CONCRETE SHALL CONFORM TO H ACI 301 SPECIFICATIONS.HOLLOW AND '..','' .�• '9r i� r/ •,;1J
FIGURE 4: FIGURE 6: FIGURE B:
GROUT CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0490.WOOD SHALL ka
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE _
• • 6063-T6 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND - - %u��'•.,r(,OrylU;;."',�:;
.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125•THICK AND A36.ALL ( "'
• LLA u[ ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25"X 3.25"X.624' ,�I,71`L/(7pf,�1•�'1�`�\`
#10 B#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 11 r
• MULLION A LYN.E.#5870 P.E.
• FL P.E.1158705
TABLE 11A
Mullion Capacity Table Qb.4e) b F $
Opening Widthlforwnllcally-spemnp mLCOM)orOponing Height{brhatzo7ta6yspenN millions)
60 in 60 in 70 in I Bo in 90 in 100 in 120 it 140 in 150 in ~�
1$610,24
394 RactmgW.r Tr.Onia.g. RadaogWu Tnplrna,g. RNd_9" 71.07,4_2. R.I.W. Tmprrdang. Rad.ngu&I Trapfrd g- Radaogubr Trap7rianp. Riq_gulu 7nyldotg. Rad_g,d.r Traprrdan9. i2rciugdu TtapT,,Wg, ,
8 Loading L.a4iV Losdmg Loadng loodin9 Lood.0 laadlnp L-log L.adi,g L.sdag Coating Ludn2 Lnadinp L.oeng 4.M V L..dlnp Laadn9 LoodIg LaY w
b6 u
RTtabe
AIMuI .5 E .w !. �' E �... E.•. .� .• .g_. 58 .g^,_ � .. 5' §•.. � .B -E � auk'._ .k• .8+
v isa u tis ua u a u u u ve u u v u t1 u9 u u ua v u v v u ��$m
z N
42 in110.01 620 170.0 435 1170.0 741 1 170.0 470 170.0 ON Roe 606 1110.0 992 170.0 613 1170.01 1116 170.0 621 110.4 1240 170.0 521 170.0 "so "Oe 621 170.0 1735 170.0 $21 170.0 1983 170.0 621 0
d01,
1100 708 170.0 624 170.0 860 110.0 584 170.0 SW 170.0 630 170.0 1133 170.0 661 170.0 1216 170.0 571 110.0 1411 170A NO 110.0 1702 170.0 600 Me 1903 170.0 680 110.0 2267 170.0 680 -j _
506251. 110.01 141 Box 60 170.0 896 1TOX 631 170.0 1046 110.0 684 ilea 1196 110.0 M3 170.0 1346 170.0 747 110.0 1494 IN 766 170.0 7783 170.0 766 BOA 2092 170.0 156 110.6 2387 1700 7S5 � d'� (A
64 in 110.0 191 1700 512 1100 956 1100 601 1120 1116 Well 764 1100 1216 110.0 803 110.0 1434 110.0 031 170.0 1591 170.0 856 110.0 1913 BOA 661 110.0 2231 1100 1161 160.2 2403 1700 861 LU cO a
501n 410.0 885 170.0 701 170.0 1063 VIA M 170.0 f240 Me 070 170.0 1411 170.0 $4 110.0 1594 110.0 996 170.0 MI 170.0 1033 170.0 2126 1700 1063 140.3 2163 110.0 1053 129.0 2163 170e IOU � c) M (ry
63 in 170.0 930 170.0 746 170.0 1116 1700 860 Bile 1302 BO 910 Bell 1480 170.0 1015 170.0 1573 170.0 1076 170.0 1859 110.0 1122 156.1 2060 170.0 1159 1345 2060 170.0 1177 117.7 2060 170.0 1171 ~ (-) J
661n We 174 170.0 189 170.0 1169 110.0 903 110.0 134 1700 1002 1700 1655 1700 IOU 110.0 1TS3 170.0 1165 1700 1940 1700 1210 1430 1966 1700 1216 1226 1966 1100 1266 107.2 1966 170.0 M6 Z Wiz°
72in 1704 1063 170.0 078 1700 1215 1700 1009 /700 1464 1704 MI 110.0 1702 170-0 1228 t54.1 1134 110.0 1315 135.7 1734 169.8 1386 116.6 1134 155.9 134 19.1 1734 160.4 1352 U.7 1734 150.2 1352 J p.
161n 110.0 1122 170.0 937 170.0 1346 170.0 1060 168.6 IVA 170.0 1209 147A 1566 165.2 1285 131.1 1556 1515 1266 117.9 1656 141.3 1261 9113 1658 120.3 1229 49 1556 122.3 1211 tad 16% 121.2 1216 d�X�
701n 110.0 1161 BOA 987 Me 1301 170.0 1116 IWO 1411 169.3 1246 136A 1417 162.0 1224 121.2 1477 119.1 1206 INA 1477 129,6 1191 90.9 1477 116.9 1169 71.9 1411 1108 1168 65.2 1477 109.3 114 Q
90 in HZO 1110 146.S 966 110.4 1110 1239 968 101,6 1110 107.9 951 28.8 1510 96.3 936 78.9 1110 87S 922 71.0 1110 0.1 910 592 1110 71.3 Of 50.7 1110 654 $76 44A 1110 82.7 010 Z to Q
111n 111.0 915 120.3 07217.1 915 101.5 056 W4 976 80.3042 132 975 71.5 229 65.0 975 71.2 017 60.5 976 65.4 107 48.0 976 510 169 41.5 975 62.3 776 366 976 49.3 761 F X..Z O
100 in 82.2 771 4.0 696 60.6 771 70.7 685 61.7 711 61.3 674 SIA 711 4.3 64 457 111 48.0 656 41.1 771 44,9 47 34.3 I'M 30.9 632 294 711 35.0 621 26.7 771 MA 612
t11ta 16.7 032 77.3 41 63.1 /JD 650 650 4.1 730 660 40 41.3 130 40.9 631 42.1 730 45.0 622 31.9 730 41.1 514 31.6 730 35.6 600 27.0 130 31.9 509 21.7 730 295 681 1.,j Jr
124 in 59.9 624 61.0 569 19.0 624 61.2 64 42.0 624 44.3 652 37.5 61. 39.7 64 37.3 674 35.7 677 ]0.0 624 ]2.2 631 25.0 624 77.7 619 2fA 61. 24.6 509 10.7 621 22.6 501 Q' X
Ui in 34.1 433 SA 400 200 433 29A 395 24.$ 413 25.4 190 21.7 433 22A 385 19.3 433 20.0 381 17.3 133 18 2 315 � h3
N
m0
TABLE i1B ANCHOR CAPACITY ADJUSTMENT FORMULA:
AnehorCapaelty Table jibs) ANCHOR CAP.,, ,,,,
Subll2la 2.7434b49:1a1a 36x CaK. 43.74711 CMU HMO CMU Pi WOW Mdal (DP„a)XC =ANCHOR CAP.,,,
Y1P Elco 114*IS Eta YIC EtO 114 SS Elco 410 ble0 e128ted N12 Steel MULLION
Anch orCllp P attains Kic110f 3l16'E190 tmr4cw 1r4•EtoUeiecon UnWon &1e Etw uar4con ttfi EicoUOxOR ApgaGdor U6racan Ag1reGAv $c"(05)Sa- acam(095) USE THIS FORMULA TO OBTAIN THE•ANCHOR
Eage uslarce on) 1' 2412' 1' 2-112' 3-1,5' 1' 2.vz I. 2-v4* r 3.1fIr r 0.48' asr 0.324* CAPACITY REQUIRED'CORRESPONDING TO AN
EmbK ntat Of4 13,4^ t3rr I3r4' 144' r t-v4* t-vr i-iw 1-vr 1.114' 14141 2' I-W I Sir vines ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anehon 0 478'Min O,C.r 60nda1d of Oftel Up Via 1y 360 D4 Soo Its 4501m 800 Its 164 M 27062 2M to 354 Dis 740109 374 IbS 641bs 146 2s 341 Ila 442100 560 Re OPENING,WHEN IT IS LOWER THAN THE MULLION
4AMbas0i.15'MInO.CISlatase(Of OM(A)CIp 04 2) 480211 700 ms NA WA NIA WA 3wit8 NIA WA NIA WA WA 6820. 885 Ito 1130Oa CAPACITY(FROM THE TABLE)OF THE SELECTED
4AMhxo@3'MI1 0.GI(2)2.5Ang*C*s1flg 3) 7000! 700 on am 15W Ga 1608[Do 510014 6W to NIA 790 its 7481h5 600 ns 1692 Ito 68206 085104 It 2D ox MULLION.IT WILL YIELD A MINIMUM ANCHOR
4Aa11=00A4'Min.O.C.tUtAp,W0.10TAlum fflg 4) NLi WA NIA WA WA NIA WA NIA WA NIA WA WA WA WA 1 2679. CAPACITY WHICH MAY BE USED TO QUALIFY
iAMhxIF400p 03g% 196 Ib. 14509 2250s 4450. 62211. 13510. tin lta 177M 170 Ito 107 Ibs 332 Ila 473 u4* 170 IM 221106 260 One
ADDITIONAL ANCHOR OPTIONS FROM THE
2Anc"0195 Min O.C7 FC 240M 3Wfn IRA WA NOL NU 190 Ra NTA WA IVA Wa WA 34104 44220 76009 ANCHOR CAPACITY TABLE. PRODUCT REVISED
m complyin8 with the Fluriy
Building Code
FIGURE 1: FIGURE 2: 1.250' Accer4ance NO%1500.4115'
TABLE NOTES: L'xpin 7�liduc(
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATIONON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Mi
.III 111111
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE. �� 1t (YN4,
FIGURE 3:
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94' �� •4iC.eNS
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
CUP BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1,:..58705
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL 67 � L,r} p (.•p i(�j
FIGURE 4: FIGURE 5: FIGURE 8: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE "7 l ;;yA g
624" C7•'•,
« � 8083-T5 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND _-'`� •, O`\.• 7;(4JRt(ap;,••'t„�
# .045'THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A38.ALL " 1, •....•• N,
Lo J I ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 'i�tS OI 1/�1.t�C
* 410 8 212 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 1.25'X 3,94'X.624" A�LYNNI MILLA,P.E.
MULLION FL P.E.#58705
TABLE12A
Mullion Capacity Table Ib67tt 40 s �
Opening Width(for ver icaliy-spar"Ig millions)or Opening Helght(for horixonle0y-sparang murions) a
$OI. 6014 7014 501c
fleclan ler Tr Sol. 14014 12014 14014
1414 .Prrdwv Roctapaar Tropff"..O. R.I.Oulsr 'Gep7f.g. Rmle.giar TrWtde Rf tw v Tro flan. Reda f601n u,
Ina 4.q, Bd oa B fgaa TL drop. RL.4mv TrLOW.nO. Racanp4ar 71-danp. Raleft Troprfdonp. O
2x4x.2b a.0 L9Wnq LaaanO 1.000514 106050 Laaanq L9aarp LmanO Loaarp Lasafl(i 3oadnO t.oadap t.o5ang LSaa.p Laeanp tmdnO tnaang Loam C6
Alum.Tube
+�$'. 11 �1
IS
441413105a " 1 1 �' 1 11 dI-TJ I -11
f �
4291 i7o.D 620 170.0 435 110.0 744 174.0 478 170.0 666 170.0 Sea 170.0 992 170.0 619 170.0 ilia 110.0 521 179.0 1240 t?a.o 621 170.0 1468 170,0 521 170.0 Ins 170.0 $21 170.0 1983 170.0 521 O h
0h 170.0 746 }TO.D 524 170.9 830 170.0 564 170.0 902 170A 630 170.0 1133 170.0 Set 170.0 1276 110.0 877 170,0 1417 170,0 680 170.0 1100 174.0 660 t7O.0 1663 170.4 680 170.0 2267 Me Sao -I LLI
60.b261n LU
170.0 714 110.0 SB3 1700 696 170.0 631 170.0 1016 170.0 6" 170.0 1188 170.0 723 170.0 1140 170.0 747 170.0 1484 170.0 756 170.0 1703 170.0 758 170.0 2002 170.0 766 170.0 2191 170.0 766 gg X
6414 Y70.D 797 170,0 et2 170,0 858 170,0 89! 110.0 1178 170.0 Tii 170.0 1278 174,0 803 170.0 1434 170.0 837 170.0 1694 174.0 838 1700 1913 170.0 881 170.0 2235 170.0 661 170.0 2660 {70.0 861 m O" a
Win 170.0 063 (70.0 701 170.0 1063 110.0 7147 170.0 1249 80.0 878 170.0 1417 170.0 944 170.0 f6& 170.0 088 170.9 1771 170.0 1031 IMO 2125 170,0 106'3 170.0 2479 170.0 1083 180.8 2880 170.0 5063
BSN 170.0 030 170.0 745 170,0 1118 170.0 850 170.0 1102 170.0 940 170.0 1180 170.0 101$ 170.0 18TJ 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 166.7 2633 170.0 1171 145.9 2553 170.0 1171
68h 176.8 874 170.0 780 170.0 2189 170.0 W3 170.0 iS6i 170.0 1002 174.0 1658 170.0 7066 1700 1763 170.0 1155 170.0 19(6 170.0 1210 170.0 2330 170.0 1276 161.9 2437 170.0 1288 132.9 2437 170.0 1288
72 h 170.0 1081 170.0 678 170.0 1173 170.0 100➢ 170.0 1466 170.0 1128 170.0 1700 170.0 121D 170.0 1913 170.0 1316 170.0 2125 170.0 1367 145A 2184 170.0 14M 124.6 2464 170.0 1529 100.2 2184 170.0 1530 ? d a ��
Win 170.0 1122 170,0 037 170.0 1140 170.0 1080 170.0 1070 170.0 1209 170.0 1794 170.0 1322 186.1 1980 170.0 1421 140.0 19$0 170.0 1506 123.0 1960 161,8 160 100.1 1060 161,0 1535 92.0 1060 152.7 1631 � tS@S@$
7814 170.0 1161 t76.0 987 170.0 1161 170.0 1116 170.4 1$11 170.0 1250 170.0 1542 tt4.0 1360 1$2.7 1861 110.0 1474 137.4 fell 163.1 15M 114.6 last 117.1 1473 98.2 1881 1]0.8 1469 86.0 1861 1326 1414 J
Q J
9015 170.0 1326 170,0 1114 149.1 1388 7880 1218 127.0 1309 138.0 1196 111.8 1398 121.3 1179 89.4 1396 110.2 118? 69.6 1306 101.0 1147 74.6 1398 68.8 1122 63.9 1308 827 1105 116.0 1196 78.0 1008 I- J
BBN 117.1 1229 151.6 1088 122,9 1228 121.0 1078 106.] 1220 111.2 1061 92 1220 989 10" 61,9 1229 69.6 1028 13.7 1220 621 IDIS 61.4 1220 72,2 693 62.7 t229 0310 OTT 46,1 1229 62.1 867 o�3t
10814 103.5 411 105.8 077 86.5 971 60.0 802 74.0 971 77.2 049 64.7 971 66A all 57.8 071 61,6 826 61.6 971 56,6 815 43.1 971 49.0 766 37.0 911 44.0 782 324 871 40A 771 ~ N Z
111 h 05.4 919 07.3 632 70.6 910 81.9 619 66.1 BIB 70.0 808 69. 010 820 794 63.0 $10 $0.7 764 47.7 970 51.0 774 38.7 019 44,0 NO 34.1 019 40.2 742 20.6 919 37.1 732 W
121414 76.6 768 76.8 Tf6 828 786 OC 703 63.9 786 311.0 695 47.2 Ida 49,4 Gas 41.0 788 0.4 677 37.7 788 40.5 066 31.8 786 34.0 683 27.0 768 3t.o 841 236 768 28A 631 t)!
14414 43.1 648 44.2 tA4 36.4 Sib 37.9 198 31.2 50 3t,e 4Bf 225 648 ?6.2 485 24.3 648 26.3 47D 21,8 648 22.8 474 tet 50 19.6 484 16,8 60 172 455 13,7 W 16.6 40 U x
TABLE 128
AND CAPACfTY ADJUSTMENT FORMULA: d N Z m
AnchorG •cl Table Ib•y ANCHOR CAP.,,",,,,,, ^� d
S.baBale 27k Corcrtic 3$k Cmc. Non"17,114 - � (L'
Filed CMU Prwow Meal (DP)X )=ANCHOR CAP,,,,
916'Etao v4-SS Etc Y10Eko t/r63£Ic0 NIOSRa 0i2SIW 012S1aN MULLIONCAP.,�,,,,,, "7 •�
Anchor Cllp p41tem6 � 9110 Elco uRlecSn yr Etou6mcon 1184.x05 8'1P Elca UBrttm yr Ek5U6racon
AOOr5G:4a unatm AggreGala serer(CS)sere.(n',) scree(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Ea0a aslarca9.) 1' 2-v2' t• 2-v2' 3.10 t' 2-v2 r 2-v2' 2 sire• 7 4.48• Dsr 0.324. CAPACITY REQUIRED'CORRESPONDING TO AN
Fmbea.ml n 1.314- 13'4• 1.314. I-we 21 1-V4• 1-v4' 1414• 1-114. 1-114. 1414. 7 vw IA✓6' vanes ACTUAL PRESSURE REQUIREMENT FOR THE
2Anchxs 64.7Y Mtn O.C.I Slandaa a016et Clip(FIO Im aBO 9ls 3W 9a 450 &7o 4a 1644 WS 27ale, 2809s ;NIA
74o Its 374 ft 6641m 91090 341 pa 442 On Was OPENING,WHEN IT IS LOWER THAN THE MULLION
4AafrarS02.05'Min 0.0/aUnd-d(0r C16e1)C9p(N 3y 740 w0 740 to 6w IDS 1485100 /424160 N/A 660100 ray lm NIA Sao 05 WA 682W BD5 GO 11209 CAPACITY(FROM THE TABLE)OF THE SELECTED
BA.chasat.it"MInO.Gtsfa>ovo(aGnset) ff(p4y 663600 450 T5F-k t946Ito NTA N/A T059a 799160 NTA WA WA 1022160 132790 16Mlia MULLION,IT WILL YIELDAMINIMUMANCHOR
4AmtOmO 'MI5.O.C.1(2)2f6AtO91C0ps/(fig 5) 7801bs 7 6110814 15Mft IBMID6 OIDS 560160 MRS 748 Ins BBD Ics IB920a 682lbs am h5 11206n CAPACITY WHICH MAY BE USED TO QUALIFY
Arehma T M9f.O.C.19)2:6Ary✓ec4m/fRg 6y 1170M womis Caroms 2340105 28095 8 840710 114000 112295 13Wres 2838.5 10221ts 7327 ea 16W me ADDITIONAL ANCHOR OPTIONS FROM THE
3Arcinn®1.34"Min.O.C./U-akp,Nta.125 Akan.(FIq 7y NIA WA No( WA 1!14 NIA WA WA N!A WA WA NIA WA 073 ANCHOR CAPACITY TABLE.
6Anign�16A4•Min O.C.tvrfip,Ntb,f25'Akm.(Flo 8y WA WA N/A WA WA NIA WA I NTA WA N/A WA WA NTA WA 21tm PRODUCT REVISED
2.044155®266•Min 4.C1 FL'6p 010 Oy 170756 am t9f 115 Bn 74395 71205 NIA 280 ps NIA 1461ce N/A 440 tm WA 341 lbs 442 Oa d601m as Complying lvith aw Florida
3Anc1m 01.7YMin.O.C.T F400(IV,tbT 443 ms b23Im 319156 47325 WA NIA 36198 N!A SB91m N!A WA WA 6i1ros 661 IIn 849110 Building Code
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Acceplmfu too 1fv 021�•O�
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. E>spirci l ie 41341
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4; By
• • • • ♦ • ♦ TABLE NOTES: 2.000" Mian 1A1d5 Redact CoaoD9-
\\\fY It 1717//
• •
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.BEE SHEETS 2-4 FOR
r • • • • GENERAL INSTALLATION METHODS. `�`��}l•V,•:..,,•411jY�Y,J
FIGURES: FIGURE 6; ``,��'��`,,•'\�,L"1VSr P ,
2j LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT <'� •,,4.1%
• •• • • IN .250" 4.000" `�'n: Wu :;0705
• ♦ • ♦ L.. U THE FIELD
FOLLOWING DIMENSIONAL ES RESTRICTIONS SHOWN ON SHEETS DIMENSIONS,233.FIGURES SHOW SUGGESTED,APPROXIMATE HOLLE
GC' I1
�•o ; yj(J� � ;ta;
01
FIGURE 7: FIGURE 8: FIGURED: FIGURE S0: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT
4 r ♦ (FIGURES 566) (CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55, fitOR1C?�",• •3C ti
.• :# MUST BE USED ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.04T THICK(18 2"X 4"X.25"MULLION /��/ 5l�......
IN PAIRS. GAUGE),STRUCTURAL STEEL TO BE AT LEAST.125-THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 7/!
s • THREADS BEYOND THE MATERIAL.#10 8.#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S,OR 410 S.S, A.LYfJN MILLER,P.E.
FL P.E.#58705
TABLE 13A
Mullion Ca ao Tab10 IbalW
Op•ning Width(for verfica*vanw irg mullons)or Opening Ha19hf(for hodmrds%,sponr irg mu ions) p�
50 in BO In 701. win so in 10031 12031 HO In 1801. ® N
Reclan9Wer TreplTdarg. ReclongW.r TrepRdag. flaclanp0a TreprTl(onp. Rxte.BUer Tmpl7deng. ft•clargula Trapr)tle.p, Itedxgdar TIap/Tdara Racl.npda TrgOTdong, R•aa.gWar Tie ng Reclargµler 7tapTdang. q
2%8X.26 t.oadhg LOW-- LoadnD Loading Loading Loading Loo*g twdlog Lobduq LBadrq toadnp Loading Londmg tandn4 Loading Loadna Loaft Loadng Q q
Alum Tub $ $ $ $ U
Mullion � �• �' � � �� �7 cS�' 7S ��' �T! 'l r��• B c7 ��' F �X � �� � �� �Y c�
n flu
nrd
471. 170.0 520 170.0 415 170,0 744 170.0 178 170.0 80B 1740 501! 1704 DD2 170,0 510 170.0 1118 1740 621 170.0 7210 170.0 521 170.0 1488 170.0 62) 170,0 1736 170.0 621 170.0 7063 170.0 621 �
161. 1704 708 7704 521 170,0 850 170.0 584 170,0 102 170.0 470 170.0 1133 170.0 661 1704 1273 170.0 677 110.0 1417 f70.0 560 170.0 (700 170,0 680 f7*.0 1883 170.0 880 I70A 2267 170.0 880 J W
----
%6251.1170.01747 170.4 661 1704 808 170.0 63t 170.0 1048 170-0 094 170.0 1185 4700 723 1740 IM 170.0 147 170.0 1444 174.0 758 fT10 1793 170.0 756 170A 2012 170.0 756 170.0 2341 170.0 756 = x
0 o �
541. 170.0 797 170.0 412 170.0 B66 170.0 801 170.0 tf t0 170.0 754 170.0 1276 170.0 DOJ 170.0 1431 170.0 617 170.0 1594 170.0 556 170.0 IB13 1700 681 170.0 2231 170.0 841 170.0 2550 1700 881 W O$ 17
dON 1704 80.5 770,0 701 170.0 too3 770.0 797 1?0.0 1240 170.0 875 170.0 1417 170.4 044 170,0 1604 1104 ABO 170,0 IT71 170.0 133 170.* 2126 170,0 1083 1704 2470 1704 1083 170.0 2633 170.0 500J j C)r
8731 1700 070 170.0 745 170,0 tltd 170.0 650 1704 1302 170.0 040 1794 1486 1704 1016 170.0 1673 1704 1016 170.0 1854 1700 1122 170.0 7131 314,0 Hal I7oA im i7oA 1171 1704 2975 170.0 7171 ~ J
681n 170.0 914 170.0 760 1700 1180 170.0 903 170.0 1304 170.0 1002 170.0 I55e 170.0 108a 1700 1753 170.0 1155 170.0 196 170.0 1210 170.0 2738 170,0 1275 170.0 2727 170.0 1268 170.0 3117 170.0 1280 Z y,
7231 170.0 1063 1704 878 170.0 7275 170.0 7000 170.0 7468 170.0 2726 170.0 1700 170.0 7228 170.0 5913 1704 1313 t70.0 2125 170.0 7387 170.0 2150 170.0 7446 770.0 2975 170.0 5620 170.0 3400 170.0 1530 m
3 741. 170.0 1112 1704 037 170.0 734@ 770.0 !MO 1740 1570 7700 1209 174.0 170{ 170.0 1322 170.0 2019 170.0 1421 170.0 2245 1700 1505 170.0 2802 1704 f@2p il0.p 3149 170.0 id94 1746 3588 170.0 1705 Ul
LU
LU
7831 170.0 1151 170.0 007 170.0 1381 170.0 1118 170.0 1d11 170.0 1250 170.0 1642 170,0 130 170,0 2072 170.0 1474 170.0 2302 170.0 7564 170.0 2763 170.0 1700 170.0 3723 170.0 1771 170.0 3983 170.0 7706 Q r
J
9031 170.0 7378 170.0 1544 570,0 754{ 170.0 1328 170.0 1850 1740 t{911 170.0 2523 t1,p 1853 570.0 2341 170.0 1783 170.0 28$8 170.0 1918 770.0 3188 770,0 2125 158.0 3113 176,0 2273 1385 3413 7704 2781 Z � ',"•� 05 p
4931 +178.010W
170.0 1232 11.0 7100 770.0 1434 170.0 1087 1700 7612 170.0 228] 170.0 7714 170.0 2550 170.0 1852 170.0 2673 1794 2005 160.0 3189 170.0 2336 137.1 3189 160.6 2470 120.0 3189 156.E 2420 1a•' ..Z O
Q ur
1081n 170.0 1409 170.0 1913 170,0 1041 170.0 2231 170.0 1570 170.0 25N 170.0 2076 MCI) 2701 170.0 2271 148.3 2761 141.1 2733 123.8 2781 1104 2272 105,9 2781 125.0 2234 0Gt.7 2781 118.0 2190 � N� $
ill In 170.0 1454 170,0 IM 170.0 1700 170.0 2283 170.0 1932 170.0 2621 170.0 2149 161,6W }(12031 170.0 15W 1700 2125 1740 IMM 154.4 7252 150.9 i4D! 135.E 7152 F'. X144 In 128.0 1445 104.3 ISM 100.1 1425 494 1381 9L5 3107 782 1584 80.7 1JW OD.S 1564 72.3 1373 828 158{ 85.7 1358 621 15151 58.0 1JJ0 41.7 1351 49,2 150.5 38.1 1581 14.4 1287 Q x Q Q p
Z
TABLE 13B
Anchor Ce acl Table fibs) ANCHOR CAPACITY ADJUSTMENT FORMULA: m t7 s Q
//ANCHOR CAP..,„,,,... a m�
8ubatmto: 2.71 Co.croie 3,Sh Caw, RoOaw CAlU FRat CMU FT Woat hbioi (DP-)X( )=ANCHOR CAP.,,,
Sit Elco 114,6$ 6/18-Elco lld•SSEko 0108teel 01281-a1 01261od (ANCHOR
CAP.,,„,,,,,
AnchorClt Pattemf Anctwt 7YPQ 3/18,ft.Umacon V4•Ekq 16011X.0 t4Wac� 311G Ebp Utpeco. tn'Eka UIb444n A
P MOCAtor UNI"an AgWeGslot aerew(GS)Somw(t15) Scrbw(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge Dow.$(in) 1• I 2.17 1' 2-1
or 3-Ua• I' 2.7W V 2.12• 2• 3.118• 2" o.4r 0.54• 4311• CAPACITY REQUIRED'CORRESPONDING TO AN
Emttodismt"" tan' b3r4' t-V4• Iart• r 1.714" 1414' t-tu' 1.1/4' 1.114• 1.774• 7 tare• Sara' wd-a ACTUAL PRESSURE REQUIREMENT FOR THE
2 AmhmC4,76'Min.O.C.I Stannarda Orad COplFy.t62T 390 on 30014 4503. 690W* 16141. 270 ms 28014 354 Do 740 roe 31410. 684131 all 341 Cm 44214 58906 OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchor 0kWMN.O.C.I8tenlerd lor(Me000p(Flo,3}: 7W M. 760 t4. DOOm3 1780 t4 3232 W* U01s %01W 7060* 1480 Ib. 74810. IM on 1692731 61120* 8a5tbs 1f20IN CAPACITY(FROM THE TABLE)OF THE SELECTED
6 Auhm.®1.71•MN.O.C.I Standad 1a0r3a0 Cop ft,4} 11801M 140010, 101014 259510, WA WA 9401N WA 10651bs WA WA WA 1363 to 177014 2240 me MULLION,IT WILL YIELD A MINIMUM ANCHOR
4AnctW.67 Mtn O.C.1(2)2.5An11.Cups I ft.ar 7601s 780111 680 m3 i58o14 169614 540 tN 550 t4 WA 70003 74614 an IN I=Ib. Wto E8514 It2ofN CAPACITY WHICH MAY BE USED TO QUALIFY
6 Andra,Q V W.O.C.I(2)215 An&Clim I ft.8)' 1500131 1sa01M 1360 ma 3120131 3792 me 10801bs H2O m. WA 152014 1496 2* 1760 ma 3764131 1363 t* 1770131 2240 m. ADDITIONAL ANCHOR OPTIONS FROM THE
tzArchas SA"Mln O.G I(7)2d5An91a aW f 0'10.78 1860131 2100 f4 1440 4>0 3766 me WA WA 1320131 wA 15M(4 WA WA WA 20460* 21154 ma 3360131 ANCHOR CAPACITY TABLE.
/AnOhas®1.11•Mor.O.C.IUpIp,Nlo.725•Alum.(Fig.B). WA WA WA WA WA WA WA WA WA WA WA WA WA RTA 1430 ma Ytt550UCT REVISED
0 Anetga g 0.94'Mn.O.C.I 11421p.3170.173•Ahem.4F7p,B): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 2fi01 m3 m Oomplyin f w(@ d-o Fllxidf
2Amhae a 4.68•h4n.O.0/F-ap(Fq.l%: 386 me M. 45pme 0900* 1618 me 27014 2800. 331 ma 74It_
37414 878IN 0486* 3411- 44214 506 ma I"-2A00"^I BuiidL+g Coda
I AncAon 1.71"Min.O.C1 F-CY AccepwIm LW
(Fq.ttl 5901. 700 W 605IN 12881bs WA WA 47014 WA 5371ba WA WA WA 687 ma 08514 1120 me .250" Betl �a F Z�
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
TABLE NOTES: B7
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 4:FIGURE 10: FIGURE it: Miam pr711111
duct
• r • • • • • •• • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON 1;1 1 I 1 1 1 I/
• • • LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. E r
ts911 �1i
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS 4310708 OPENING WIDTHS IS ALLOWABLE. :' ".�;•y7DkiNS(: •.FP �
• • • 6,000• �.
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 05
• • • • • • • • 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRIC,,.,NS SHOWN ON ,rfS7
FIGURE 5: FIGURE 8: FIGURE 7: ANGLE SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMAfEHOLE LOCATIONS.
CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �) Ul L�. } ••!'j j`=
(FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED '10 `•I!I'�t O.•
DEDUUH
5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE AMINIMUM OF.125" ` • ; HMUSTBE THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045THICK 18 GAUGE STRUCTURAL STEEL TO f• r j()tJT`USED IN ( )- r7 } 1.Yiy��`�`
PAIRS, BEAT LEAST.125 THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2'X 8'X,25' A.LYNN1ttlILLt7ft,P.E.
THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION
FL REX 68705
TABLE 14A a� • tS
Mullion Capacity Table Ib5tfe Rd F
Opening Width(for ver6cely-seeming mtAlons)or0p9nlnp Height(tor tlodzaraeHyspaMng m1/IIOns) ^� i
601n 601n 701n 80M 901n 100 In 1201n 1401n 1601n p
Ralargular TneplTdare. ReclaraA Tn,PfTmrlp,
Reclanpular Tiapfroxg. Rectergtda7 Tm{✓rdarg. R.IorgMar Tlw`rdaro. Rectorgulu Tnp/fdarg. R.I.191d r 7mgTdarg. Reclargular Tnprtdarg R.lorgular TrapR4an9.
118°x2.11" Lo3dlrg Loadrg LoadOg Lowing Loft Loadi'nngg- Loadnp LWft Loading Lorry Loedlm Looft Laadlrg Loading LoadhV Loa49g Loadim I.aadrg PY ul
LO
Tube Mulm � 6x` � � O�• U� ` � � � � � 0� g N LL
U
� m
Z
42 In 1412 528 167.0 428 120.2 528 Me 419 103.0 626 138.9 414 tial 628 134.6 411 60.1 520 134.1 411 721 626 131.1 411 60.1 628 134.1 411 51.5 526 134.1 411 45.1 526 131.1 411
48 N 90.6 403 108.0 333 80.5 403 94.7 325 69.0 403 88.4 320 60.4 403 87.4 317 53.7 403 7B.1 '316 483 407 786 314 40.3 403 78.6 314 34.6 403 76.8 314 30.2 403 76.6 314
50.8151n 823 362 B7.0 301 88.8 382 78.3 284 688 362 T1.0 289 51.6 3011 87.2 286 45.7 362 64.6 284 41.2 382 63.6 287 34.3 362 6315 283 ?2 -k241
287 25.7 382 67.6 2B3 m N
541. 07.8 316 74.1 267 66.0 318 64.2 261 485 318 57.7 260 424 318 535 253 37.7 318 50.6 250 338 310 44.5 249 283 Me 49.1 248 246 21.2 918 48.1 246 LLI C,m48.6 256 53.1 210 41.2 269 46.7 214 35.3 250 40.7 210 30.9 258 37.2 207 27.5 255 34.9 204 24.7 256 33.4 203 20.8 250 322 201 201 15.5 268 32.2 201 U83 N 42 7 Z34 IfiA 200 3S6 234 SB.1 185 306 234 34.7 192 28.7 234 31.8 188 27.7 134 28.4 180 21.4 214 280 181 17.8 231 78.6 187 183 114 231 206 183 W�N 37.2 2W 39A tB3 31.0 213 337 17B 26.5 213 29.8 170 732 213 27.0 173 20.6 213 25.1 170 tB.B 213 237 169 16.5 213 22.2 187 160 11.6 213 22.0 188 = fn 9� ^
2 2
72 N 28.6 178 30.1 165 23.8 179 75.8 162 20.4 179 225 149 17.9 178 20 3 147 15 9 179 18.7 145
J
J 0e
786 24.3 tel 26.4 140 203 161 21.8 137 17.4 let IBA 135 16.2 lei 17.0 133 J
7B N 216 162 73,5 173 +ae 162 10.9 131 181 152 17.5 120 Q � '�-' �
~ "N- ¢ m p
TABLE 148 ANCHOR CAPACITY ADJUSTMENT FORMULA: Q X Z
Anchor Capscl Table Oho) ANCHOR CAP. I- "o ,oL
SVaUale 2.7k Caknele 3.Sc Ca'c. Hol-CMU FI9ed CMb PT Wood Meta (DP)X( )=ANCHOR CAP.,,, - � d
511V Elco 114'SS Eko 6d16•Eko v4.SS Me 61051.1 61251.1 61281.1 MULLIIN CAP., ,,,,",
Archon iypa 9'18•Ekoullmon 114•Elco Minna 03 301V Eko Ulrum 114•Eko tnlncm a Wrocm A��ala scraM Oa sues s Screw s USE THIS FORMULA TO OBTAIN THE'ANCHOR N
L4::
ma uamom AgpeWl I > 1G I IBI M X Y Y
Egie Dlstarce(1n3 +' 2-t2' +' 2•+R' 3-VB• t• z-irC 1• 2tIY 7 3-llr 7 840' B541 6.324• CAPACITY REQUIRED"CORRESPONDING TO AN F cp N
Emlb3nml M) 13'4' Wl4• 1�P 1614' 7 1-114' +-v1' +-111' +-114• +-t11• 1-v4• 7 1511' tea vats ACTUAL PRESSURE REQUIREMENT FOR THE C) N Q
.O.C.It�ac5Arg1ec9ps7 1 7eolm 7mBx seolrs 15mt6s 11106 Its 64B9a raol6s wA 76oms 7ae6n esouu 1e92ms 6e2us a659x t43otee OPENING,WHEN IT ISLOWERTHANTHEMULLION Q ,� Z O O
CAPACITY(FROM THE TABLE)OF THE SELECTED a m to N
MULLION.IT WILL YIELD A MINIMUM ANCHOR, 0�'
CAPACITY WHICH MAY BE USED TO QUALIFY 7 -�
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"-�
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. r•Hr143ucT REVISED
os complying wish 1fb Florida
Buivi2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. Ac-ping Cod°1(0421$,o
FIGURE I: Acceplanco No 3
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Bxprmlt0n QC Z
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.118• By
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. M DSda
ANGLE CLIP MUST BE USED IN PAIRS. 125" 111 1 I I l l I
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED \��� x(LYI N 411(,
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED T .� t(3%..••"'••..•, F
YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE 6083-T6 AND BE A MINIMUM OF.126' ;•' CENS •• 'P !,
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 ANO.045-THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT 116'X 2.11'%.125'MULLION Q-'
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) :'i: NB.58705
THE MATERIAL.#10 8 012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S.
- �..gl I
S uSL 01`
r.1
A.LYNWUIUtt,P.E.
FL P.E.#58705
TABLE 15A
Mullion Capacity Table Ib67ft3 0
Opening Width(for aertic@4y-sparring rraiors)or Opening Haight(for horizarda*aparvirg mt0iom) ^l
501n 601n TO In 8017 201n login 1 1201n 4401. 160 In
O
Ractengalar T1.1 rung. Recfanputer Trapridmg. Recinguiu 7kWlifang. Re-ngd r 77apfrdatg. RetlenpAar hap Ttlant; RectanOt;ar Tnp7M0g. Redengeil heptiH.0, Rtctargriei Tmµrrdvrg. Rec ma ler TrayrRfarrO. Q Y d
3.25"30 Loedkg Lowing Loadng Lowing L.*w load.0 tx.dng Loafing Lendig Loed-o Loadng Loodn9 Losdng loafing LwdnQ leading Loaft toa4n9
DEG.AL
BAYMULL N u
gg � zm
LU
1 0
42 f. 470.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.6 608 170.0 892 170.0 618 170.0 1116 170.0 $21 170.0 1240 Ras 021 170.0 1466 170.0 821 170.0 1735 170.0 82t 149.1 1740 170.0 621
401n 170.0 708 170.0 624 170.0 850 170.0 5% Poll 092 170.0 030 170.0 1133 170.0 651 170.0 LU
1270 170.0 677 170.0 1417 170.0 650 152.2 1622 170.0 660 130.6 1522 170.0 660 114.2 1522 1740 680 � g _
50.0251. 170.0 747 170.0 563 170.0 695 170.0 Of 170.0 1040 110.0 684 t70.0 1105 170.0 723 170.0 1345 170.0 747 164.2 t443 170.0 766 136.0 1443 170.0 750 t17.3 t443 170.0 750 1028 1443 170.0 766 L1.1 tY Q
1%In 170.0 T07 170.0 512 170.0 956 170.0 091 170.0 1116 170.0 754 170.0 1216 170.0 803 180.4 1353 170.0 037 144.3 1353 110.0 856 120.3 1353 170.0 bit 103.1 1353 178.0 681 90.2 1353 17.00 Bdf m 0 N
601. 170.0 685 170.0 701 170.0 1003 170. 797 167.0 1216 170.0 078 148.1 1210 170.0 944 1294 1210 150.0 036 110.0 1210 1511 024 97.4 1210 1464 013 631 1216 148.1 613 73.1 1218 148.1 913
L)
831. 170.0 830 578.0 713 170.0 1118 170.0 650 166.2 1150 {88.0 913 131.0 1160 143.0 954 116.8 1160 141.8 808 105.1 1160 131.2 Bad 67.8 1150 121.7 871 76.1 1160 128.2 670 65.7 1160 1262 670 d m
66h 1704 974 170.0 788 152.4 1040 1585 681 W0.@ 1048 140.8 061 114.3 1040 133.1 850 101.8 1048 123.4 839 01.4 1040 1t80 530 75.2 1040 100.4 a21 65.3 1048 1002 016 $7.1 1048 108.2 ata
721. 1;0.0 050 117.9 784 117.1 600 120.0 740 100.8 060 110.8 734 68A 560 106.0 722 782 Bao 82.0 712 70.1 680 08.2 70.1 60.7 680 79.2 693 602 060 76.6 888 M.0 OBO 76.4 660 Lu
Z
70 In tt9.7 790 125.1 690 89.8 700 t00.4 878 054 700 Q3.3 683 74.8 790 83.8 632 686 700 76.9 643 59.9 700 71.7 635 46.9 700 85.1 824 418 790 82.1 019 37.4 700 81.6 61T ¢ •�
78 In 110.8 750 115.4 657 921 760 98.1 041 79.1 760 05.0 832 1292 750 77.1 521 81.6 760 70.6 612 66.4 790 687 505 48.2 760 59.4 594 301 760 6622 680 344 750 55.6 ON HZ 1Q Q � O
901n 72.1 act 74.4 600 00.1 603 62.0 491 61.6 683 64.5 453 45.1 603 48.0 475 40.1 6M 44.4 460 3a.1 561 40.9 482 30.0 663 30.2 452 MO 663 33.3 445 22.5 583 31.5 442 ¢ m ^„L
801. w
50.4 495 OLI 443 48,5 485 61.5 435 42.4 495 44.8 427 37.1 496 39.9 421 33.0 495 36.1 4tS 29.7 495 33.2 409 24.8 496 28.1 400 21,2 495 280 384 18.8 485 25.0 390 U) �
1001. 41.7 391 420 333 34.0 391 35.0 348 29.6 391 31.1 342 2&1 301 27.6 337 21.2 301 24.9 333 20.Q 391 22.6 325 17.4 381 18.1 321 H.0 391 17.8 316
1111. 15.4 170 SB2 733 321 370 33A 339 27.5 370 28.6 325 N.0 370 25.3 320 21A 370 22.8 310 192 370 20.8 J12 18.0 770 18.1 305 (Y LU � 175
5201, 10.417
30.9 289 25.3 317 28.0 284 21.7 }fT 22.6 25o 19.0 31T 19.9 275 16.9 317 17.9 273
1M In 17.8 220 17.8 20J d z
TABLE 15B ANCHOR CAPACITY ADJUSTMENT FORMULA: •� m0 A
Anchor Ca s ftv Table Ib6 "1 'a
(ANCHOR CAP.,,,„,,,e, _
Sub4lmla 2.Tk Camlela 3.Sk Cato, Hotlwv CMU Fieri CMU FT lJ00d MBb1 (lU°�� ANCHOR CAP.ti•
8'16'Etdo l/4'@S Eko 5'18'FJao Ve ss Eko Rios te41 ell-M 812 sled MULLION CAP.,..,,,,•„a
Anchor ClipPattema Andwrlypa: 31isEkoUltnson v4•Ekouaracan U16soon 3n8'EkaUiOaeon 1f4'EkouiOecm A9ga0elor uamcon Ap9¢47afo. 6dmw(O5)soraw(GS) Scranr(O51 USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge C4itaneo ally 1' 2.112• r 1 2.1/2• 3-116• t• 2-Irr r 2.12` r 3-17&• 2• a4a• 0.54' 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN
Embadmn18nL talo• 1.14• 1.310 1 Y4• 7 1.114• 1-lN' t-114` t4N• 1.114• 1.174' r law 1.310• f0nes ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anelnr4Q 5.54..0.C.r(2f 2X5 Angle Cape l(Fig,It 390ma 390 M. 450ms asoma 1750 ma 276IW 2B0 ms 354 ms 140 ha 3741t* 7200. 94086 3419. 4421812 580lin OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Archm®15•An.O.C.1(2)2a5 Angle Caps I(Fla.27 780 ma 780 ma 790 ba 1870 IM 2625 9. 518 ma 5801M WA 1120Ibe 748 The Us lbs 1092167 682 let 6851b. 11201ba CAPACITY(FROM THE TABLE)OF THE SELECTED
6A bw62.71.8Mn.C.C.r 2x5A.9roc2'pa7(FI9.37 112OW I tWIb3 I 956tH I 22461612 2254ma Nra 9461612 79A fe5911• NIA 1329]as NIA 1022 to$ 1327 ma 1800W MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE, t'R(3OUCT REVISED
FIGURE 1: m 0-TY-18 With 4116 Florida
TABLE NOTF�: Duitding Cod
acrtcpr0nd0 tJo�6'+D2iEf.D'�'
• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Pinrllon Dale ZQZI
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. BY
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE, Mi Dario PmdOct
FIGURE 2: y f 11 1 1 1 1!1
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. .125' `1y ,(ILYNIN 4114
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. `�� d)t•'"'••"'••.4'�n
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' Ito !}8(05
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 600.WOOD SHALL BE PRESSURE-TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 5063-T5AND BE A MINIMUM OF.125"
• • • • THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE),STRUCTURAL.STEEL TO BEAT 1 VVV, 'P't� ;'/II/
3p'BAY /
LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 'j) (AYE OF
MULLION � :•ti:'
• • THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. �.(�,'•.,•FI.o1x70R••`�G��;�
f:
u,:
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. 111.,jO('AA-4 t`'�
A.L�NN MiLL'6R,P.E.
FL P.E.#50705
TABLE16A
Mullion Ca mo Tablo IbGel F
OpanlnD Width(for kllrtIcalVsperyirlg millions)or Opening Haight(for horlmnla*sparting millions) p
501n 00 in 701n 00 In 901n 1001n 1201n 1401n 180 ino
Reclanpulor TtoNTden9. Rodenguler Tto ag. R--newlv 7reprld-V. RecunOda irepfidan& Roclapdar TrepRAmO. Ragagdar Tr-Nldarg. Ractanadar TrL-dap. Reootingar Trap?deng. Ract-ft Looting
. In*
Loedn Loodn Load Loedn Lodi Load Imd Lmdn Looting looting Looting Loadn Laedin lased Load Lo-dn9 loadn9 Lmdn9
3.26"46 0 e 179 9 179 M 179 0 9 0 0 9 179 179 �y
BAYMULL
o
421n 170.0 020 170.01 435 1170.01 744 170.0 478 170.0 BW 170.0 500 170.0 092 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 621 170.0 1735 170.0 521 150.3 7971 17040 621
401n 170.0 700 170.0 621 170.0 850 170.0 584 170.0 992 170.0 00 170.0 1133 170.0 681 170,0 1275 170.0 577 170.0 1417 170.0 050 163.7 1637 170.0 680 140.3 1637 170.0 550 122.11 1037 170.0 68D 2
50.0251n 170.0 747 170.0 07 170.0 806 170.0 681 170.0 104a 170.0 064 170.0 1785 170.0 727 170.0 1345 170.0 747 170.0 1494 170.0 750 147.1 1552 170.0 768 120.1 1552 170.0 768 110.4 1552 170.0 760 W o m
54 h 170.0 707 170.0 812 170.0 958 170.0 601 170.0 1115 170.0 754 170.0 1276 170.0 8M 170.0 1434 170.0 687 155.2 1455 170.0 060 129.3 1455 170.0 681 110.8 1455 170.0 681 07.0 1455 170.0 681 m M
W h 170.0 585 1710 701 170.0 100 170.0 707 170.0 1240 170.0 076 157.1 1309 170.0 941 138.7 13M 170.0 999 125.7 1309 103.5 004 104.5 1300 157.1 982 69.6 1309 157.1 952 78.5 1308 167.1 952 8 (O J
03h 170.0 830 170.0 716 110.11 1118 170.0 650 102.9 1217 170.0 910 142.5 1347 154.5 968 128.7 1247 152.0 968 114.0 1247 144.7 952 95.0 1247 138.2 936 IIIA 1247 135.7 935 71.3 1247 135.7 935
W
W in 170.0 974 170.0 709 170.0 1189 170.0 968 140.4 1190 11.7 905 129.9 1190 147.9 045 115.4 1190 136.5 926 103.0 1190 12&1 914 68.6 1100 1+9.5 590 74.2 1100 115.1 593 64.9 1190 iI6A 693 J m >?�
7291 161.5 1010 169.5 677 131.7 1010 1M.0 659 115.0 1010 1x704 042 +oto 1010 114.7 526 09.8 talo lose 917 W.e 1010 99.9 807 57.3 1010 90.6 795 57.7 1010 87.5 790 68.5 1040 047.7 789 W
70 In 137.4 we 143.6 702 114.5 BOB 122.0 775 96.1 Doll 107.1 701 68.8 Ball 982 749 7804 908 68.2 738 68.7 905 523 728 57.3 009 74.7 719 49.1 9W 712 710 42.9 900 70.0 708 o Z
J
a y
781n 127.1 681 732.6 754 105.9 681 1125 739 90.5 80t 8a.0 725 70.4 a8I 95.5 713 70.0 01 81.0 71 03.0 01 75.4 594 630 .I 68.1 01 45.4 a01 64.5 675 39.7 681 68.7 672 H Q Q o
901n 0.7 846 OSA 574 68.9 949 72I 561 59.1 016 62.0 564 51.7 tib W.I 545 40.0 049 50.8 17 41.4 548 47.0 530 34.5 60 41.5 519 29.5 JIM
35.2 511 '•-.0 340 36.5 607 m
1 W$,"qZ 00
OB In 682 560 70.1 505 50.9 5W 59.1 40B' 10.7 506 51.4 491 425 668 15.9 157 37.0 SW 41.1 470 34.1 SW 35.+ 470 25A 668 73A 459 24.3 SO.S 152 21.3 SW 26.7 N7 U) �0iW In 47.8 MB 19.9 405 39.0 449 412 399 342 419 15.7 393 29.9 449 31.7 381 2&0 119 2a.a 352 23.9 449 2&1 377 20.0 4!9 9.7 368 17.1 20.4 391 15.0 449 +a.9 358 Lu S2
�1ill kt 44.1 425 45.0 365 39.8 126 3T.D 379 ]1.5 425 32.8 ]73 27.04 125 20.1 387 21.5 125 2042 Sal 221 125 21.0 10 18A 125 20.7 350 15.519.04 04] m to In
120 In 04.9 361 35.6 331 28.1 364 29.8 320 24.0 384 25.9 321 21.8 301 22.9 317 10.4 364 20.5 313 17.5 304 147 300 Q--� Q O O
1441n 202 20 20.1 737 16.8 253 17.1 230 4.
TABLEI6B ANCHOR CAPACITY ADJUSTMENT FORMULA: �g0: �
AnchorCo scl TablaIb9 ANCHOR CAP.,,-,,,,,, S
814.41745: 2.7k C-1.10 3.5k Cone. Haim CMU Fded CMU PT Wood Metal (OP„)X( )=ANCHOR CAP.,,,
5118'Eko V4'88 Eko Nle•Elco 111'83 E100 010 Slee! tl12 Steel 9I281ed MULLION CAP. ,,,,
Ar hx Typo UIIr E100 Utrvcon I!4'Eko UIU.- 3110•Eko 1.111- 1N'E"UIU..
Anchor Clip Pattema Ulhwon Appmaefor tMmoon Ap9roGela 8emw(G5)3e (G5) Sum(W) USE THIS FORMULA TO OBTAIN THE*ANCHOR
Edge Maine.Ml. 1' 2-Irr 1• 2-ire 3118' r Zan' V 2.1041 2' 3.118' r 0.46• o.w 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
Em0eMlent M7 1.314' 1-Y4' 1•]14' 1.314• 2 1.174• 7-714' t-114' I•V4• 1-144' 141P 1' fyr 1.39' rens- ACTUAL PRESSURE REQUIREMENT FOR THE
2 Arehore�5'SOn.O.C./(2)2a5A.I; CBp.l(Fq.1): 3901. 300 i. 150 f. 8909045 170016. 2701. 20168 751W 74015- 374168 72D[be 94111. 341 Ab 442105 lZ b. OPENING,WHEN IT IS LOWER OF THE EMUWON
4 Anchan 0 3.3'Min O.G 1 R)2-6Argk acts 1 ft.2b 7681. 150ID� 7001bm 787015 25251. 510 k- 5901. WA 1120150 748Ib- 568 I. 15921. 682917 6851. 1120 W CAPACITY(FROM THE TABLE]OF THE SELECTED
e Ancnae 2.11'8917 O.C,/(2)2.5 Anpb COpa/ffq•71: 712015- Hm1m 9581. 22401. 22541. WA 6401. WA 1688105 WA 13200,0 WA 1022 ma 13271. 15681. MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE. f•Itonuc'REVISED
FIGURE 1: m complying will aw FlOrwa
TABLE NOTES: fluildurg Code
Ae«planta too Ifo-02)8.03
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Ex irollon Date ZDZ
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
By
Miem' Product
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 2:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 7
a HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125' 45' ` �C`�.••':""• •<<�� ��
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `�� •��OLriS✓;
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' 14o.567(15
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED
a a a YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.125' --
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT :•Ot '.
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 45'BAY Cr/
MULLION A1'L•OF
THE MATERIAL.#10&#'12 ANCHORS INTO WOOD MAY BE STEEL,IB-8 S.S.OR 410 S.S.
ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. ( ��
A.LYNt ) C eR, '
FL P.E.#58705
H1.000'�I I-1.250'--1
-^I 1.000' 1.000•
r-t2ss•-'-� �
-1 1.000' 1.000• I -.125" o
- � .125' pp u
2.750' -.125 3.125' `'125' 3.1 B8" tiY
1 -.125' I -.125• 2.750' 2. 25' LO
N
2.0100' 2.0100'
L 125' L 850' 600' x.285' I Z g$ m
1 1 -.125' � N rc '++
.3376" 375' I-
r I T - r T,0'1' 1 w
J =
1'X2'X.125'MULLION 1'X2'X.375'MUIJ.ION 1'X2.75'X.375'MULLION 1'X2.75'%.850'MULLION 1'X3.125'X.5'MUI':ON 4.25'X3.163-76 AL5'MULLION 1.26'X6063-T ALUM ULLION o <n
6063-T6 ALUM. 6063-TB ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 8083-T6 ALUM. 8063-T6 ALUM. 6063-TG ALUM.
F-
X-SECTION XSECTION X-SECTION X-SECTION X-SECTION X-SECTION X-SECTION m U) G 0
7 ZW
1-125"}-{� 125' }^{F-'.126' ^-I f-'-.125' �L c
CID
TABLE AZ W
2XS ANGLE CLIP
STANDARD CLIP 8063-TB ALUM. Dimension Value(In) For MUIIIOn: ? ❑ W
6063-T6 ALUM. 2 126,
2.000' XSECTION Z
X-SECTION 2.000' A 1.625 J d
u-CLIP 1'X2'X.125'
All
6063-TB ALUM. .125' B 2'� Aluminum U125' X-SECTION Z QC 0.895 Tube Mulllon ZZ Z N D 0.740 Q® off
19, .125'J I.740'I A 1.125 1'X2°X.375' W z y
6.500'- - --11 B 2.404 Aluminum a _ Y Y
CUTHERETO _.375" 5.000' C 0.635 Tube MUIIIOa U Q
.375" -- 3.125' �I_CREATE F-CLIP.SEE MIN. I
MIN. r DETATEF-CEET4 _ -1 .375'MIN. D 0.490 Qd�� 0
.338'MIN. A 1.875 _�$ � cc
�
-------i i-------i a A I - - B 3.000 1'X2.76'°X -�
U-CLIP A I---------I
----- ---- 376 Aluminum
L_______J L_______J 6063.36 ALUM, `- --------
--- ---- 2X5 ANGLE CLIP C 0.757
TOPVIEW 6063-TB ALUM. 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
ZCENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR 1'X2.76'X
CENTER OF ANCHOR HOLE MUST UE TOPVIEW HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER 1116'. B 3.000 .650'
WITHIN THE DASHED BOUNDARY.SEE
SHEETS 5-17 FOR THE ANCHOR O.C. WITHIN THE DASHED C 0.476 Aluminum
DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE
DIAMETER:ANCHOR DIAMETER•1116". SHEETS 5-17 FOR THE D 0.836 Tube Mulllon
ANCHOR O.C. TABLE B
DISTANCE.MA%IMUM PGT Part i) A 2'0 ^RcwU(;I'RGV{SOD
ANCHOR HOLE 1'X3.125'X
5.500' Mull B 2.637 mcldirog ndwi16moF-L)
.375' DIAMETER:ANCHOR Mullion Std.Clip Olfsat Cllp U-Clip Angle Clip .60(r Alum UuildinB Coda
.375' MIN. DIAMETER*1116'. C 0.863 Tube Mull Al"rA ncoNo((p'021 .03
MIN. 1"X7'X.125'(5) 66605 666113M 6661118M 666243M 666511M D 1.137 piroU Cate /jp21
r- -- ----I-- i"X2"X.375" 6 666006 666114M 6661119M 666244M 668512M
O A 2.825 Dy
j 1"X2.76"X.37b''Q) 66807 686115M 6861120M 868245M 666513M 8 3.282 1.25°X3.188' Minn Onda l•roduG
X.286'Alum
1"X2,75"X.650"(8) 66608 666116M 6NI121M 866246M 666514M C 0.862 Tube Mull 7i
--- --- -D i TB' 1"X3.125"X.500 9 66637M 6601116M 6661114M 666242M 888515M D 1.762 ,(LYNP!�;1C7FY O : ( I4S1.26X2.11°X �1.25'X3,188"X.285'(12) 66641M 6681117M 6661113M 666241M 666516M .121'Alum `_A 1.813 0.;71.26"X 2.11"X.12S'(18) 69370 WA WA WA B66517M Tuba Mull c
C (��:.) OFFSET CLIP NOTES: l6 U1"
J 6063-T6ALUM. J '• L,�l
'125• II TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. �',L��• '�;;
-��(,/�•'•..FI:ORID?;•'•
r6 2)SEE SHEETS 6-20 FOR SUGGESTED.APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE.
A�'i��cIfYNN rP
1;p��? l �,
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Fl.RES 58705 E
-1 1.000' 1.000• 1.062'
}- 740•(+ �
.063' .386"
.062'- I('-125'
062' - --� yl p{• `�
•gam' I I Yp'°a, �
4.000' .126•STANDARDCLIP I BY
4.000' 4.000" 2.625" 2.000' 8083-76ALUM. I 2.125' 2.000'L�W-T.LALUM�
P E+
x_•126' X•SECTION U•CLIP
I I 8083.76 ALUM. ,125• N
.125' X-SECTION �' k 1-
.125'-- 1031'^ N NN dm W
1 .125 O E
T CENTER OF ANCHOR HOLE MUST LIE WITHIN THE i W
r 125 .375' '165"J .375' DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE
-L ANCHOR O.C.DISTANCE MAXIMUM ANCHOR m w M N
l HOLE DIAMETER:ANCHOR DIAMETER 41118'. W (7) O Q
1'X4'X.125' 1'X4'X.376' 1'X4"X.375'
MULLION MULLION 'r-MULLION 6.500' 5.000' Z) O U)
6063-T6 ALUM. 6083-T6 ALUM. 6063-T6 ALUM. 3.125' CUT HERETO 375„ 375" F J
X-SECTION X-SECTION %SECTION •376"_ '�-CREATE FCLIP,SEE
MIN. I DETAIL F,SHEET4 rC MIN. Z 7
a25D .375' Z W m
r-------� I r-------- r--------- -----------1 .376' -
I 1 I I CENTER OF I I LLI
1.250'- 1.250' I I I I I ANCHOR HOLE I 1 MIN. � Q Z
I I I I 1 MUST LIE WITHIN i I Q EL
I I I I THE DASHED ....
I I I 1 I F BOUNDARY.SEE I ~ p ¢ O
___y� I} _4___ SHEETS 5-20 FOR I Z
2.875' I I I I @ THE ANCHOR O.C. F ^ Z m o
I I I F I DISTANCE. I I ¢ $O&r-
3.94' I I I I 1 ANCHOR MAXIMUM I I (n Z w
3.250" 3.250' I I I I I I DIAMETER•O� I I O rYj)
x.100' •100" L ANCHOR
00' L ____._J L_______J
I - DIAMETER 41/16'. Q..� Q O O
.100' -� �- 2X5ANGLECLIP �m0�O
624• 4• rl: STANDARDCLIP U•CLIP 6083-T6 ALUM. lY
-- CENTER OF ANCHOR HOLE MUST LIE
6063 M.M' 6063-TO OPVIEWM TOPVIEW 8
-+i .820' t-- --1 .820' 1-- --1 .820' Imo-- WITHIN THE DASHED BOUNDARY.SEE
1.25"X 3.25'X.100' 1.25"X 3.25'X.824' 1.25'X 3.04'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: DlmenalonVolue[in) For Mullion:
6005-TS ALUM. 6005.76 ALUM. 6005-TSALUM. DIAMETER:ANCHOR DIAMETER 41116-. 3.687 1 X4' F 1.938 1-27"U.-25-
X-SECTION X-SECTION X-SECTION G 1,000 ,125• G 0.500 X.624°
--- 3.469" 5.500"� H 2.660 AJuTube
Mlum H 1,436 Aluminum
2.6161' \Q
.375' 376" I 3.000 Tube Mulllon 1 3.260 TllhaMullion
-1 .126' MIN. F 5187 1'X4°X F 2.626 1.25"X 3.94'
G 0.767 .375• G 1.125 X.824•
1.377' H 2430 Aluminum H 1.500 Aluminum
r--- ----� r-------� "Cvl1C'1'REVISBD
I I I I I 3.000 Tube&,r 1 3.250 Tube Mullion .0 complying wilh dla Florida
l I I I I I F 2250 72-s-35.26" F 2.813 30'Be Mu N Building Code )fie-0218.03
I 1 I I F 2.875 45•Be Mull Acm ice No
.125' I I I I G 0.760 X,100'
.125' 2.250' i i I I i I H 1.600 Aluminon pimli n Dae
30' I I I I 1 3.250 Tube Mullion By
I I I H I Miam Dada PIeduet
3.250'45'BAY MI I I I TABLE D
30'BAY MULLION I 8063-TB �____A.121
- I :__ _____� Mull Dimension PGTPartV �`1\, LyrIN
6063-T6 ALUM. I X-SEC (atleat 0) Mulllon SId.Clip OVaalClip U-Clip Angle Cllp �` qC�(..-••••-X-SECTION 1'X4'X.126'(10) 69384 6WIIlM 6881122M SM241M W8518M � : V� NSOFFSET CLIP G6063-T6ALUM. 1'X 4'X.375•(11) 6661D 660112M 6661123M 660242M 6W519M
J - •'" h)0.60705J I .228' �,981'� TOPVIEW 1'X4'X.375"1`(11) 66553 668112M ONI123M 666242M SM519M
.228' -9B7'�-1 -
NOTES: E 1.25'X3.25-X.100'(13) 20160 W61127M 6NI124M 6662410M 8665115M
1.28'X 3.25"X.624'(14) 20161 6601128M 6861126M 6662411M 6665116M -.-0••� ` 111
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. f• ;;.`ti((`:
1.25'X 3.94'X.624'(15) 20162 8087117M 6661120M 868241M 668517M -•'A 5
2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(19) 06648 WA WA WA 8685110M �� '��.'••��Ott'',�H \�
45 Degme(20) 86850 WA WA WA 6585111M is S, l/ ��4�<""`
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.E.
FL P.E. 58705
TABLE Ey
Mull Dlmenelon PGT Part# ® 3
(eheot#) Mullion Std.Clip I U-ClipAngle Cllp ^�x•725' --�r-,125'
--11--.126' ce
2"X4°X.25'(16) 66802 666261M 666271M 8665112M I I o
2"X 6"X.25'(17) 66604 666282M 666272M 6865113M L
NDARD CLIP I U-CLIP I 2X5 ANGLE CLIP o ° w
3.76 ALUM 6063-TB ALUM. 0083-TO ALUM. o� O
2.000' SECTION 2.125' XSECTION 2.000' X-SECTION II'.
NOTES: LO
I N
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING •125' .125' .125' 8 m
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET, LL cn i2
2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE I--1 450,---I Q
HOLE LOCATIONS. 1.400'
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. W
b.500"
CUTRERETO U �$
3.500"� CREATE F-CLIP, 5.000' MIN" m UJI Z to Q
---2.000' .375' 4 1_SEE DETAIL F. .375" PY �• o ~
MIN. r SHEET4 MIN. '376' F=-• O J
U3 J
r-------- ------ --------- -- -- ---- Z g
(--._-- ------------� Z W g m
I I I >
I I Q d ci Z
4.000'
3.438" + 3.438'
.250' 2'X 4'X.25' I I Z
MULLION I I I 3.438' j j Q Z Z N
6063-T6 ALUM,
Q" O'o
XSECTION 1 I I I I .375" U Z
L- ------ ---I---- I ------
- -- L---------------------J" MIN. w O
_______J
__ Of J y f!)
L- STANDARD CLIP 2X5 ANGLE CLIP
-CLIP,6063-T6 ALUM. Q
CENTER OF ANCHOR HOLE MUST LIE 8083-T6 ALUM.
/(UIR 2 X 4'MULLION,SHEET18 CENTER OF ANCHOR HOLE MUST LIE 6083-T6 ALUM. D_" Z�(p y260' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW / TOPMEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW m O>O
SHEETS 5-20 FOR THE ANCHOR O.C. LSHEETS 5-20 FOR THE ANCHOR O.C.
DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE m
DIAMETER:ANCHOR DIAMETER 1116'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+IAW.
SHEETS 5.20 FOR THE ANCHOR O.C.
6.500" DISTANCE.MAXIMUM ANCHOR HOLE
CUTHERETO DIAMETER:ANCHOR DIAMETER 1/16.f --6.000'
2.000' 3.600'---�{ CREATE F-CLIP,`- -� .375' I SEE DETAIL F. .375 .375"
MIN. r-SHEET4 MIN. MIN.
.375'
I I I I I I
I I
I .r R VA)UCT-REVISED
I I os complying wiN"Flori&
I I Bulldu,6Code (to•O�j,1B 03
II Acmi mue No
I I E Pimlial D®c Qf>7
.250. 6.000" rx -j- -1-- --j --
4.688' 4 r 5.438" I i MI
dud
rY +-- --- -1 Mlen ho '.
I I � � 1/1111111/
I I I 5.438' 5.438'
2'X 6'X.25' I I I I '� ••'110ENSE•'•.F�
MULLION 1 I \
6063-T6 ALUM. I I I _ N0.58705 _
X-SECTION j I I --
.375'
MIN.
�--__----- ---I--- -------� - L--------------------� -'J I :10,-
STANDARD CLIP U-CLIP 2X5 ANGLE CLIP �i '�✓,Of.IO P' CJ�C`�
250' 0003.76 ALUM. 6063.76 ALUM. 6083,46ALUM. r//1�`�,� F.%``���
TOP VIEW USED FOR 2-X 6-MULLION,SHEET 17 TOPVIEW r n�Jn�- 11\
TOPVIEW A.LA MILLER,P.E.
FL P.E.#68705
EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.1/4'.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01-60.0 PSF.
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 ® a
--� -- 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+60.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE.
F
SEE SEE FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.375-MULLION(LENGTH=72',OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+l-58.3 PSF AND WOULD �^ °
FENESTRATION DETAILS. QE r
PRODUCTS SHEETS NOT BE SUITABLE FOR THIS APPLICATION.
APPaova. za
�. FROM TABLE 4A,SHEET 8,THE VX 2.75'X.650-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.
MULLION -- C4
LENGTH A — 2)USE TABLE 48 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORSAND THE 2X5 8 m
j/ Lf It
ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z i 04 a�
SEE
DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL
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 ? :r/-2.3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
2 w 1i Tn
-- IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1.60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, m C3 Or
ND ANGIOR6IN V1 NDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF:
31' 32'
co
--I MULL WIDTH J
(60 PSF)X 636 LBS( )=624.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 40)
J
OPENING WIDTH- 72.7 PSF �
— — — — z £ m
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-318'.THE OPENING REQUIRES A
DESIGN PRESSURE OF+50.01.55.0 PSF. J O Z
FOR THE VERTICAL MULLION: f- Q
Z O
1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+1'=105'AND THE OPENING WIDTH IS 36'+36"+1'=73'.REFERENCING SHEET 25, Q Z o
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 23/8'AND WILLN CA)Ji gO s�
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 8
EXAMPLE 2:MULTIPLE MULLIONS W a _
FROM TABLE 3A,SHEET 7,THE 1"X2.75-X.375-MULLION(LENGTH=108',OPENING WIDTH-80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-16.1 PSF
MULL WIDTH- C7)
�I r AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. F
O O
FROM TABLE 12A,SHEET 16,THE 2'X 4'X.250-MULLION(LENGTH=106',OPENING WIDTH=80')HAS A DESIGN PRESSURE OF-1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS d Z to
SEE FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. mO s.0
wl
SEE DETAILS, m�
31'
FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36'+2'=74',NOT 73'AS PREVIOUSLY — , 0 -�
PRODUCT'S 23 ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN
APPROVAL" THE 73'DIMENSION(35-112'+35-12'+2'=73').
r - 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
VERTAL CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
L
MULION` - USING THE STANDARD CLIP WITH(6),V16-ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND
LENGTH SEE <-SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
S DETAILS, DETAIL E,
OPENING SHEETS 2.3 SHEET 3 FOR THE HORIZONTAL MULLIONS:
HEIGHT
FOR BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X.250"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER
HORIZ. MULLION TYPE COULD BE CHOSEN. `
MUWOUWON 71' t'RUDUC'1'RBVISBD
1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32'+72'+2'=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDALRRIANGULAR LOADING MAY BE m complyh lvith the FlaTidr
USED.FROM TABLE 12A,SHEET 16,THE 2-X 4-X.250-MULLION(@ LENGTH-42',OPENING HEIGHT-1207 HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE Building c 16.0216.0
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. Acieplenm No •3
piTalion Die
SEE •
DET--- 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8- By
SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH Miem Dude hoduct
2J
(4)3/16-ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1-GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED 0 1 1 1 1 I!
ANCHOR CAPACITY OF 521 LBS. - o ( LYNIV,y!/����/i�/
13a•,noRlz. 3a•,HORIz. -I 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 128 FOR THE U-CLIP SHOWS THE ANCHOR : ���.•'�1GCWSE '•.C�
III---MULL LENGTH MULL LENGTH---111 CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 621 LBS.THE
OPENING WIDTH FORVERBCAL GULL ANCHOR TYPE IS A#12 STEEL SCREW. 'it 140 I)y705
FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: -
+/-64.7 PSF FROM THE VERTICAL MULLION; •.!/(' / CL:
+/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; SATI
/U.:+/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). �� . E(t
THE LOWEST DESIGN PRESSURE IS+/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. Uft1ON'.•..(:i
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION �0NA1-,
PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LAN MI ILK P.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E-#58705
EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAUTRIANGULAR LOADING:
- -- - — I eve
I
I PW PW I N
PW - - —
_. I Al
I Lc)
SH/DH —H - -SHIDH
PW I PW ZNm
�4 4 101 4 o
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / / / / Wm oo O
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I F J
RINGER _ -
I V DOOR
Z $ m
_ LOADING OF VERTICAL MULLION j
PW
LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION
� O
I ax Z
I PW PW E" W.S ..p 80
PW Z
Q
SHIDH SHIDH SWOH SH/DH101 I U 0 a 0 O
4 I - a` z�Oso
SHIDH E( mR
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION �/• / /
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I /
PW PW HR -
I
I
LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL.
MULLION
Of
P NOTES:
DOOR PW PW I :PtGOUC'T REVJSED
— - - I u c01n*hlg ailh 90 Florida
I _ 1)DRAWINGS ARE Ouilding Code
RERESENTATIONS OF TYPICAL Acoeplanc0 No p3
I —— PW CONFIGURATIONS. E irelf Dale �Z�
PW - CONFIGURATIONS NOT SHOWN D
MAYBE FROWN.OLATFA FROM Mind �mduq
I THOSE SHOWN.
n I 2)IF THE LOADING TYPE CANNOT
BE DETERMINED,USE
I PW RECTANGULAR LOADING. ��.•'�10ETJSF •.•+Q
PW PW 1
3)SEE PRODUCTS'APPROVAL FOR No,F,87n.`r,
-- I / ACTUAL ANCHOR LOCATIONS. = ^
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION _ .,• n� 6 n.
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I /�L ISI
1:
SGD ��•'., STr'fC OF Vit/,.
' ( \
LOADINOOFVERTICAL LOADING OF HORIZONTAL �^) ) y �\
A.LYNN Aii QRI'0.E.
MULLION MULLION FL REN 68705