HomeMy WebLinkAboutproduct approval (5) M IAMDADE mIAMI-DADS COUNTY
Minkli 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 P(786)315-2599
Dissuedpunder
NCE OA www.miamidade.gov/economy
ZNOis
mg the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall'not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code ' oci hurricane Zone.
ESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion--L.M.I.
CUMENT: Drawing No. 6300JR, titled "Impact—Resista ube Mullions",
sheets 1 through 25 0 , preparea Sy manufacturtr, dated 08/29/11, with revision C
dated 06/19/17, 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 Iabel 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 NOA#16-0218.03 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 Jorge M.Plasencia,P.E.
NOA No.17-0630.01
MEAMt2AD'CQUNTY xpiration Date: May 26,2021
App oval Date: November 09,2017
Pagel
F
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A.`: DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 10-0819.05)
2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
]. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94
.3)Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed
and sealed by Marlin D. Brinson,P.E.
(Submitted under NOA No. 10-0819.05)
C ATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (2014) and with FBC 6th Edition (2017), prepared by manufacturer, dated
08/29/17, signed and sealed by Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
I. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
Jorge M.Plasencia,P.E.
Pro nct Control Unit Supervisor
NOA No.17-0630.01
Expiration Date: May 26,2021
Approval Date: November 09,2017
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC-5" ,Edition (2014) and FBC-6"' Edition
(20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer,
signed.and sealed by Anthony Lynn Miller,P.E.
G. OTHERS
1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion -- L.M.I., approved on
04/14/16 and expiring on 05/26/21.
I
I
s
. E
i
Jorge M.Plasencia,P.E.
P duct Control Unit Supervisor
NOA No.17-0630.01
Expiration Date: May 26,2021 1
Approval Date: November 09,2017 i
E-2
SUITABLE FOR ALL LOCATIONS REOUIRING GENERAL NOTES:
^
NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE - ro 8 1%
10
MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION 15 UNIQUE AND SHOULD BE 2fy�a
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES..................1
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BYOTHERS. INSTRUCTIONS..............---1 Fx1 0
FIGURE 1: ELEVATIONS..._.....................
_..1 F @ H
MULTIPLE OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL.TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2X WOOD......................2
MULL TO
MULLIONS / -� INSCRIBED INsIOE HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL &MASONRY.._.,..,_,.2 o u INSTALLATION
ON NOTES...._..._..._..2
SEE DETAILS REC7ANcuLAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP.
A.p,G,H: MULL TO MASONRY..._..,�.._..._..3 �
__ SHEETS 2.4 SFIAPE MULL TO STEELSNO�._.._..,._.3 N U
_ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL ................_.._3 18
/ 1 1 I _T�� ` DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN11180.THE 1/3 STRESS INCREASE WAS NOT USED ALTFRNATATE CLIPS.__._„__.4
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. eny MUL!rlsrauAnoN_...__._4 z W
1 X2X.126 MULL SPECS...._..,._-5 W 0 =
1X275 X.MULL SPECS_._..,._._6 J U)
4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE FtESPDNSIBILI'TY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X2.76376 M LL SPEPECS..�._6 K
INSTRUCTIONS. 1 X 2.75 X.66 MULL SPECS_..........8 In
SEEOETAIL9 I/ 11 1X3.126 X.600 MULL SPECS........9 Z
ATHRU G; I // III /1 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLYTWOADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1X4X.125MULLSPECS.._._._„_10 I, W O o N
sHEET9 2d III I 1''ATM u` ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER X 4X 376"i'MULL S SPECS,_.. Q m �
IRU ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES,T'HELOWEST DESIGN 124X.376 X265MUSPLL EPECS_11 ~ > C7
-- SHEETS 2-0 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. v LJ ZQ
OPEN01p 125X3.25 X.100 MULL SPECS._-f3 J d m
VERT. 125 X 326 X.624 MULL SPECS__14 ? LUz =
MALL HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.26X3,94x.624MULL SPECS.....16 of Z U
LENGTH HORIZONTAL 2 X 4 X.25 MULL SPECS...____...16 W ? Z O
SEEDETAIL E, °'NU- 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2X 8 X.25 MULL SPECS_...._..__.17 � C Z
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 128X211 X.126 MULL SPECS_..18 m U)SHEET
3 30-X 325 BAY MULL SPECS....__,19 Z) LU
AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT pp N-
45•XON BAY MULL DIMENSIONS.-..
21 Z Z
REACTIONS. MULLION 8 CLIP DIMENSIONS._..21-23 � Q O Z N
EXAMPLES 1&2,............_........24 b i-- Z yi S-0'O
FENESTRATION 8)REFERENCE TEST REPORTS:FTL-6443;ELCO ULTRACOWAGGRE-GATOR NOMS LOADING EXkMPLES_,__......_.__25 CL U7 J o
PRODUCTS MAY I1' U3 KQ
buOFANY r pE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING n LU Y y
STBE
MANUFACNURED CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLYTO BE USED WITH ® F;, Z to
- BYPGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q U' Q O O
Z
10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ, a �U
SEE DETAILS o
Hol
ORIZONTAL A-D,GA 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING O Na � y ���-�
MULL SHEEis 2-0 WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA PRODUCT REVISED
LENGTH NORIZONTAL as comp)yying Wlth the Florida
MULL Building Codo
LENGTH INSTRUCTIONS: NOA-No. 17-0630.01
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT'T FOR THE OPENING USING THE ASCE•7 STANDARD. Expiration Data 05/26/2021
2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 13y
NULL I^OPEMNG WlDhi---I I--HORR.MULL LENGTH--1 Mlam46 de Product Contro
LENGTH I f 3)REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS"RECTANGULAR."OR"TRIANGULARITRAPEZOIOAL•.
OPENING 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/F n FROM TABLES to THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING
HEIFORGHT I, THE MULLION TYPE.LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE
PEN UJ T y �V Z ULL �, �, �, STEP
CAPACITY(L.BS/FM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFP)FOR THE OPENING OBTAINED IN
EIGHT L TH r MULL
LENGTH
6)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE
L L REPRESENTS THE W INDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY.
GLEMU N SINGLE MULUON OPEMNGWIDTH \" . LYrvy FOR VERTICAL MULL 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE N% /
~FORVERTIIINIII \,���.VCEN
S••�/�OPENING WIDTH ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAYAPPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR `
CAPACITY IS MET. ��; .
',SEE CORRESPONDINGDErAILs MULTIPLE MULLIONS
FROM FIGURE 1 ABOVE. 7)IF THE MULLION CAPACITY(LSSIFT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE _* No.58705
:
OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA'TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS
CODES/STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE
•2017-FLOFUDA BUILDING CODE(FBC),67H EDITION t"!_ �,7 )•
•2014 FLORIDA BUILDING CODE(FBC),STH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBSIM FOR THE FENESTRATION PRODUCTTO BE USED AND COMPARE WITH THE FINAL MULLION %O ATE O 4ct
•ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION CAPACITY(LBSIFM OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION �i `•-'•-FLORID;' \'_��
-ANSI S ALUMINUM DESIGN MANUAL,ADM-2015, PRODUCT ASSEMBLY. !///S(s7O.1✓AL 0'.\\
• 12
AISC 360.10 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A.LYIGN MILNBR;'�.E.
FL P.E.#58705
. f
DETAIL A: MULLION DETAIL B: MUwON o
MULLION TO 2X WOOD BUCK MULLION ATTACHED TO 1X FBUCKSTRIP TYP.ANCHOR
OR WOOD FRAMING WOOD BUCK AND MASONRY AIm PER SUBSTRATE,
(OFFSET CLIP SHOWN) TANDARD CLIP SHOWN ATTACHMENT SEE SEE TABLES 1B-13B �
BY OTHERS,
SEE NOTE 1. N
j MULLION I SKEET t.
O LU
I SEESHEco
ETS e g I I �411 1.7 C8 m WET-A'RI:
I I I 21.2T FOR HOLE 4 I I I CONCRETE OR WU' 57ANCE J
.STAN
INSTANDARD OF I' LOCATIONS I I .I SEE SEE TABLES J
EDGE ,(/ o ° I n EDGE DISTANCE IB-13B W g
INSTALLED
d ' I I SCREWS L co
o a I 1 ANCHORS N� U' W Q O
267 MAX FOR D.
°a n I I SIDE VIEW tt m U
ALL MU WONS d i- O 1D (�
°. STANDARD OR 2 V d m =
Z Z B
° a
EXTERIOR CLIP MAY SE Q,• BU
NsrALLrnsr �' NO
EDGE THIS METHW. J CQ Z
° d DISTANCE 6 •° = Q Z ti
n FOR e 2 Z Z Q 01 W
MASONRY a44 Z N r
TICON OFFSET CUP IS MCHORS C7
[f RECM9JDE0 FOR a F a~a
EXTERIOR °4 FN Cl) J-FRAMEO r_ y � �
N7NDOW5,BUT MAY
ALSO BE USED FOR
OTHER FRAME TYPES.
`z
o 0
TYP.ANCHOR TYP,ANCHOR a €IY m� ?
TYP.ANCHOR PERSUBSTRATE, PER SUBSTRATE,
PER SUBSSTR, // SEE TABLES 1B-1613 SEE TABLES 19-133
SEE rABLE51&16B / EDGEIEND PRODUCT REVISED ,
DISTANCE BUCKSTRIP as compics with the Florida
SEETABLES AND Building Co de
�B�D�+EN1 EUCKSTRIP 1B-13B ATTACHMENT NOA-No. 17-0630.01
EMBEDMENT ^
ATTACKmi/ENT , .. - s orE Explratlon Date 0 512 6/2 0 2 1
..f' BY OTHERS, i SHEET 1.
SEE NOTE I, .. .... By
SHEET 1. Miami Product Control
• - • ,, MIN W KSI CONCRETE DR CMU
SIDE VIEW FRONT VIEW
FRONT VIEW
I
INSTALLATION NOTES:
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 11111 111111 j !
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ........N,y�
ONLY.BECAUSE THE ANCHOR CAPACIrYis BASED PARTLY ON THEANCHOR TOANCHOR DISTANCE,THE y10EN�c•:/(��
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 OFFSET CLIP MAYBE USED- * ND.58705 1
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD.
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. ip••, (�S{AT
AT
�O�•,. E dd
5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ��(<`� •:°LORSO!"
ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. 7ONAL
A.LYt�t'MIL ER,P.E. j
FL P.E.#58705
I
DETAIL E:
DETAIL C: -1 ,12S'MIN. MULLION TO MULLION ®m a
MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES:
MASONRY STRUCTURE MULLION (U-CLIP) 1)MAY BE INSTALLED IN-TEV OR'CROSS' o
(STANDARD CLIP SHOWN) INTERSECTIONS.
a
VARIES S x
2)MAY BE INSTALLED HORIZONTALLY
I (SHOWN)OR VERTICALLY.
_ E 1 TYP.ANCHOR
STANDARD I I SEETABLEES IS-1PERSUBSTRATE.313 L 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 -B U
rIT
I
oFF3Er MULL FOR CORRESPONDING MULLION. to 'm
CUP MAYBE gg TOP VIEW Z H-
INSTALLEDBY II I < EDGFORE DISTANCE MUWON W
TH19 METHOD I I ANCHORS VARIES-1.--y INu O m .
j I I^I I 012 STEEL SCREWS, N 7
SELFDRILUNG OR PRE-DRILL M UL s
. \ `\�MULUON AND USE SMS 17 m m O (n
a co W
EXTERIOR °` c a MULLION Z 1D C7
EDGEDISTANCE , THEOFFSET CUP'S
O
FOR MASONRY ,�, RECOMMENDED FOR 3 ? (�m m S
ANCHORS - FPJ-FMMED L 16
WINDOWS,BUT MAY INTERSECTION w
g ALSO BE USED FOR ULLR
OTHER FRAMETYPES. EXTERIOR Gi = Z �Z
TYP.ar1DHaR ' a � ¢ Z ti
/—PER SUBSTRATE, d ,a 2 z Z Q C7
/ SEE TABlE51B-Wa I- to O Z
TYP.ANCHOR SEE SHEETSL CAT FOR Cal a p,gp
BUCK&7RM PERSUBSTRATE. HOLE LOCATIONS QH aW
ArID 6EE TABLE9IB-138 U) -U
ATTABY CHMENT
FRONT VIEW DIST.0201 ® � F cn
sEE TABLES {
EMBED(MEN'f •. _ SEE NOTE EET1.1 1B•1aB Y (,7 z Q 0 1
!• 37
.-. • EDGE q('1 d 8 Z t� I
• ..•. I DISTANCE p OL Q m U 3:co
MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 K91 CONCRETE OR CMU 1B•13BSEET� SIDE VIEW LES0 '�
FRONT VIEW SIDE VIEW DETAIL D: PRODUCT REVISED
MULLION ATTACHED TO as complyying with the Florida
STEEL STUD BuildingCo
(STANDARD CLIP SHOWN) NOA-No. da 17-0630.01
INSTALLATION NOTES: eFOR
TRUCTURE E-plration Date 05/26/2021
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. tYP.ANCHOR BY
SUBSTRATEMlaml-0 a PrOduet Control2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVEARE FOR PICTORIAL REPRESENTATON9EESHEETS
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-28 FOy
CORRECT QUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CLIP MAYBE USED. `� LOCATIONS
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. \` MULLION
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,THIS SHEET•5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMWADE COUNTYAPPROVED EDGE
STEEL STUDS TMNNER THAN SEETABLE5 �� pp1Y LYIrjVELCO ULTRACON OR ELCO 1/4-S.S.AGGREGATOR MASONRY ANCHORS. FRONTVIEWGA AND COMPLIANT WITH THE FL BUILDING 1a-133 ''`LCER'ODE,A2X WOOD BACKER MUST USED. `
ATTACHMENT
SY OTHERS.
EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW. NO.58705
NOTES:
1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD � WTATE
T
ANCHOR VALUES MAYBE USED.2)SEE CORRESPONDING ��T C✓✓��
S MULLION SHEETS 5-20,FOR QUANTITY OF SCREWS. I Ji; E.
FL P. 58705
DETAIL F: DETAIL G: DETAIL H:
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION �W
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP) SS''$ °
02 tWj
SEE DETAILS
60.OR 4s•
SHEETS 2 ANDD 3 3 FOR INSTALLATION BAY MULL
TOSPECIFICSUBSTRATES. I l Ti U
MUW ON
0 1 O Z �� W
o
O W
_ o
O O TOPVIEW �, Ko
SIDE VIEW m U . W
saowNwR r Hxa x.126• TOP VIEW I i z CID°' W
MULLION ~ O YP Z ;
I j I I T .ANCHOR � F,. Q
I PER SUBSTRATE, 01, m 2
.EXTERIOR I I I �SEETABLES 168 OR 16B Z U U
I
It
TYP.ANCHIOa 1 I i EXTERIOR ? Z
STANDARD MULLION CLIPI I PER SUBSTRATE, I I Q Z
MODIFIED TO FIT FIELD Id SEETABLCSIS-146 I I I I - i
CONDITIONS. I "T I 2-XB•ANOMCUP, Z Q 07 07
I I I I 2 PER MULLION END,MUST BE
I I I INSTALLED INSIDE OF BAY MULL F..D F4 OD..dIfO '
MULLION w O aC
I I N
I ji I I i o f `L Y
2-XS'X.125' V Q
j I ANGLE CUP. Z O O
I I I 2 PER MULLION END, Q 2 Z fn C�
A` I MUST BEINSTALLED d� m€0 ym0
I 1 I INSIDEOFMULL E� a
I I
PRODUCT REVISED
"-�TYP.ANCHOR b Building eas com yyIng with the Florida
Cotl
PER svBsTRATE, ND ldin9 17-0630.01
SEETPBLE9 1B-17D INTO WOOD,
!✓f7 STEEL,ALUM Expiration Date- 5/26/2021
EXTERIOR OR MASONRY EXTERIOR
STANDARD CLIP TO BE LCI
INTO MOOR,STEEL, ? By
ALUM,CMU OR MASONRY MODIFIED INFIELD.
1 ii Mloml-E�qdir Product Control
OEXTERIOR EOPT'tP11CN°R "'� r ®�INTO F
® WOOD,ALUM.CMU RMASONRY 1EDGE O I
® ® DISTANCE Z I
PER
ANCHOR W Il It
mGE —�_
DIsrANCE O NOTES FOR INSTALLATION OPTION G&H; ���� pN...... �
PERANCHOR N \\ a /�
C z \����•••' 1,lCENSF ���i
1)USE 2 ANGLE CLIPS PER MUWON END.CLIPS MUST BE INSERTED INSIDE OF MULLION.
NOTES FOR INSTALLATION OPTIONS R * No.58705 —_
2)DETAIL G:SEE TABLES 1S-146 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE _ :•�6W
1)DETAIL I5 NOT APPLICABLE FOR THE BAY OR 1.26'X 2,11X.125'MUWON. LOCATIONS. -7
2)SEE TABLES 1 B-133 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 165 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE ��' r' 40
LOCATIONS.
3)THEW CLIP IS NOT SUITABLE FOR THIS APPLICATION. i �•'-F......010
P,.•''•�C���^
a A.L•��1141PAIL ,P.E.
0 FL F'.E.#58705
TABLE 1A
Mullion Capacity Table
Opening Width(foroedicah,-spareirg moons)or Cpaning Hefght(forhodzo*Fjry 5paming mAiotls) C
W In 5o in 70 In 801. so In 1001. 1201n 140 in 1611 In
Reamng&r ReLtan6 ep1T 4 1nnpleer Tm w
o
Tmp/IOng War Tr den Rea plilleg Rectelgdar T2pRdnnp. Recmd.g 7ngJi0atg. Rectangular Trapltdmg. RAatenBUL1r TmWMarg. Rel4anpular TtaPT0tm9. Recmnpukr TmpTdM m t
1XZX.125 Load6,g Loading lowing Loedlg Load'o,B LaamnO Loa�Bnp Loeping Loadnp Loading Loading Laadnp Loading Loedn9 lm®n9 loed0g LasAg Loadng oZ u
Alum.Tube a n sr r �• n n &_ a '_ a 2r ,b' &' ,b'_ A' �'_ & �' d
Mullions 'r3a.. �a �1a '.{�. && ®® pp
s�. @. � § 32 ._ a dg o: s'� d dr � d`oc' � 3 9a $�• 3 O 5 W
W
42In 111.01 408 129.5 332 13.2 408 115.6 325 79.8 408 107.E 321 69.9 4178 INN 319 82.1 4D8 104.01 319 $5.9 408 1104,0 319 46.6 408 1114.0 319 33.0 408 104.0 319 35.0 408 104.0 319 y J to
481n 749 312 IKLB 258 624 372 73.4 252 525 312 57.0 243 46.8 312 832 246 41.8 312 61.3 24/ 37.5 312 81.0 244 312 312 81.0 244 26.8 312 61.0 244 23A M2 eL0 244 N fT)
50.625 In 63.9 281 706 234 512 281 61.5 228 45.6 281 65.7 124 38.9 281 521 222 35.5 281 60.1 22a 31.8 211 41.3 210 26.6 281 49.3 VS 228 281 49.3 219 20.0 291 49.3 219 � W O A
541n 52.6 247 57.6 20/ 4A9 247 49.6 202 37.8 1 247 44.5 199 RB 217 41.5 1Be 29.2 247 39.4 194 28.3 247 3fl4 193 219 247 3i1 193 1t13 247 38.7 183 16.4 247 36.1 187 S m m rA
Win 364 200 41.2 170 320 200 35A 11 21.4 200 31,6 163 24.0 20D 28,0 160 21.3 200 27.1 159 182 203 238 157 16.0 200 25.0 168
F- ro 0
601n 331 101 35.3 155 27.5 t81 30.3 152 23.7 131 28.9 1 149 2D.7 161 24.5 146 18.4 101 22.5 144 16.6 181 21.7 143 J112
3 6
661n 2.8 1 3 . 5 . . z
-las13
76 in 10.9 10 19.7log 10 *f 4
¢-- Idf-nn178n 17.5 113 182 1047In 222 13 23.3 120 138 189
m dZS
en-•
Q N 61
TABLE IB ANCHOR CAPACITY ADJUSTMENT FORMULA: �0 r Lo z CO op
Anchor Ca ci Table 65 IL � o"o
Substrate: 2.79 C..Me 3.5k Cons Hc1oe GMU ANCHOR CAP.,o,,,,,, N
Filled CMO PT Wood Mani (DPa,)X( =ANCHOR CAP.,,,
MULLION CAP.,,m,,,,,,,
5116'IXo 7N'66 Eko 5118"Eeo 7M`93IXa lHO Steel 0128kd 0126teel W Y
Arrcha Type 9I78'Ekp UlOacm 1/4'Efap UStacan 3/1s Eko Ultraron 1/4'EYO U7lracm X
Anchor Cllp Patternsullracon AeOmGator UOraaon AoVreC or Sc"(G5)spmw(G5) saew(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR 0 tr N N
EapaohtaneaCk 1• 2.1m 1• 2-0/7 3-1/6` 1• 2-W r 24/r r MIT r 0.45` 0.54` D.324• CAPACITY REQUIRED"CORRESPONDING TO AN U X 4
Embedmerd MY. 1-XV 13/4` 24' 1.3/4' r 1-V4' 11/4• 1.114' 1•1/4` 1.1/4 1-1/4• r 1-v8' 1a/8' larks ACTUAL PRESSURE REQUIREMENT FOR THE (D O O
2 Anchors®4.7S MIn.O.C.l 3mnded ar MM CUP(Fg.1k 390 tb.7 390 ms 45014e 890 Ib3 1644Ibe 2703. 2601ha 35411A 740 oe 374106 664(be 946Ma 341 ms a4znn se0ma OPENING,WHEN IT IS LOWER THAN THE MULLION EL z cn rn
4Anclroe®1.15 Min.O.G/&tended(m OOxD COp(Fg.1); 480 ma 700 D1a WA WA WA NIA 360 WA N!A WA WA WA .2 a. 855ms 71201rx CAPACITY(FROM THE TABLE)OF THE SELECTED 0. a m O s.0
4Arnhwe®3`MIn.O.C.1(2)2k5 AnDle Clips I(F9.3k 780 14 7Wb 8e09a 15602. Me 1W $408» 5W 1p WA 7W me 748 Ma 880 Ibe 1092%3 682 ma $85 R. 1120Im MULLION.IT WILL YIELD A MINIMUM ANCHOR
1 AncAorm®0A5•Mm.O.C./UCMp,lnm.l2SAC4r1.(Fg.4k WA WA WA WA WA WA NIA WA NIA 11U7 WA WA WA NIA 7151W CAPACITY WHICH MAY BE USED TO QUALIFY
1 Anchor/F4Xp(FIa.Sk 195®s t95 ma 2251Ea 40.S the '822� 135 roe 140 mn 1771Ga 370 ma 187Iba 3321ha {73Iba flO as 221 IDa Z60Ihn ADDITIONAL ANCHOR OPTIONS FROMTHE PRODUCT REVISED
2Anch-@ 7.15'MIn.O.CIF421p fle.ek 24010s 3500a WA WA WA WA 1900x WA N!A NrA WA WA 341 ms 4421ha SW Iha ANCHOR CAPACITY TABLE as eomplying with the Florida
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Building Code
NOA-No. 17-0630.01
Expiration Bate 05/26/2021
By
Miami-D Product Con ro
... FIGURE 1: FIGURE 2: TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TA13LES AND SHEEP 25 FOR INFORMATION ON LOADING,
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --� 1.000• r-
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 7r-
FIGURE 3:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000"
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1 1
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .125' ���a�NY L..NA,
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C50.WOOD SHALL BE PRESSURE-TREATED `P`1�,••' LtG£NSF'•.,C��i
FIGURE4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6C63-T5 AND BE MINIMUM OF.125•THICK STEEL ••
LEAST.125"TSTUDSTO BE AMINIMUORS ADE INT33AND.SHALL IXTEN GAUGE).STRUCTURAL 3 SCREW THREADS
B BEAT 1"X2'X.126•MULUON T}; No.5B705 `
ff-0 THE M TERIAL#10HICK &#A3 NCH ANCHORS INTOMETALS TEL EXT8 S.S. LEAST 35GREW THREADS BEYOND THE MATERIAL#10 ANCHORS INTO WOOD MAY BE STEEL,i6-8 S.S.OR 410 S,S. 17.
x1
-�0, .. STATE F � im(v`
i CCS•'•��ORIDP..•''•\�:
ONAL
A.OWMllueEl,P.E.
FL P.E,#58705
i
TABLE 2A ^ )
Mullion Ca ac Table slRn
Opening Wldth(for vertimllyspanrdrg moons)orOpening Height(for hor(mMaHy-eparining mfion6) e�
50 in 6D In 701. W In 901n 100 in 1201n 1401n 160 n LLO
Rectangular TrjWdMV. Rectergalar Traprrriana. Rectangular hapmem. Reoratgwar Trapmarg. ReatenWlar TraWRlerg. Rectarg06r TrapRde<g. Rectanguar Treprm ng. RedergWar Tmprrdarg. Rectangular Tre"an9
1z2x.376 Loatlirg Lamp Lmdm L9adirg L0aling Laamrg Leading LaedLg LaaSnp LoaAry1 Lmding Lee" Loadug IAddtrg Leadrg Lee trna L®dlrg Leadrg c
Alum.Tube ,�. �. 2r _ r ;^ _r_ _ a _ ;^ �•_ x 2: x_ ,r _ ,�'_ a 27 _ r LL IIt
Mullion � �g � � � 13 n� & � S� � a � ��' � � � � � ` � d�• � � ��' S �' Q� � e7� � �� � �� N i
a •W
421n 1711.0 W 17aD 431 151.3 662 170.0 47B 129.7 662 VOLD 606 1115 E62 169.5 618 IDLE) W2 168.9 617 908 S82 168.9 517 75.7 662 168.9 517 80.9 On 1689 Oil, 66.7 eel 18a9 617 2 Y
481n 121.6 507 136.0 419 101.4 501 119.2 410 88.9 507 1U87 403 76.0 5W 1026 399 67A 607 59.6 297 508 607 99.0 396 6a7 507 6.0 398 43.4 607 99.0 39S 38.0 507 930 Z96
60.625 in 113S.7 458 114-8 On 86.4 468 99.9 371 74.1 456 90.6 364 64.8 458 84.6 360 67.6 455 '81.3 367 '6L8 459 ROD 356 422 455 80.0 355 37.0 456 8a0 33 324 456 8a0 356
541n 85.4 400 83.3 339. 71.2 400 80.9 328 $1.0 400 727 822 5a4 40o 07.3 318 47.5 ADD 64.0 315 42.7 400 62.3 314 3S6 400 61.8 313 30.5 400 61.5 313 W400 81.8 313 m O cn
I
6 601n 623 324 66,9 276 51.9 324 67.5 270 44,6 324 61.2 264 38.9 324 4a9 260 34.6 324 439 267 31.1 324 42.0 2SS 26.0 324 40.5 253 22.2 324 4115 23 19.5 324 40.5 253 j 7 W
a 63in 53.8 *4 VA 252 44.9 294 492 248 3a4 294 43.6 241 33.6 294 SRO 237 AD 294 37.1 234 218 294 342 232 224 294 93.6 230 192 294 33.4 MD 16.8 2D4 3a4 230 a � Z
'3 66h 468 268 49.6 230 39.0 258 424 225 33.4 268 37.5 221 29.2 258 34.1 218 20.0 268 31.6 215 23.4 SOD 29.8 212 19.6 298 MO 210 1a7 258 21.7 209 ILIS 268 27.7 209 Z 6• Z
Z
72h 06.0 2g 37.8 198 30.0 225 322 181 2S7 Y15 28.4 188 22S 225 25.8 185 20.0 2Z5 235 702 190 22i 22f 160 16.0 225 20.3 177 129 226 19.6 176 11.3 225 19.6 175 e - W 'ggam` O
78 In 30.8 202 'SLO 177 235 232 27.2 173 21.9 202 23.8 17D 17.7 202 21.5 167 17.0 202 19.7 165 1S3 202 134 163 126 202 18.7 160 10.9 202 16.9 158 9.6 202 15.e 158 H J D.p r3 e2z
78 in 28.3 182 29.0 168 235 192 251 165 20.2 193 =0 162 17.7 IM 19.7 159 1S7 192 18.1 16/ 14.2 1B2 1R9 155 11A 192 15.2 152 10.1 192 144 150 B.B 182 162 lfi0 Pa ¢ J ` e^-•
9016 18.6 144 19.0 t2B "A I. tat 726 '
961n 152 127 i5.8 113 z Z N
TABLE 2B ANCHOR CAPACffY ADJUSTMENT FORMULA:
An orCepaM Table ab,) ANCHOR CAP. , N W X
Substrate: 27)(Connate 3.5k Cora. Halbw CMU Filled CMU PT Wood Metal MIL-)X( )=ANCHOR CAP.- �
8111"Elco 141 BS Eiee 5116•Elco 1/V SS Eke 010 Steel #12 Sled #12 Steel
MULLION X Q y
AraNarlype: 9/76•Eloo Ul7racon 1/4"Elco lgaapan 3�16.Oco URmcOn 1/4'Elco l90asmt T 7
Anchor Clip Patterns Ultracon _ AggrtGetor ul5aaen Ag9re0aror screw(C5)screw1c51 scuaw(c5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Or �
Edge Dletance On k r 2-+rr .1- 2-1IP 3.1I8" r 2-1rr 1" 2-11r r 34ve• 2• 0.43' o.W 0.324• CAPACITY REQUIRED"CORRESPONDING 70 AN g z O W
Fmbemnem 4mI, tars• 1ar4" I-W 1-W 2• 1-IW 1-1/4" i-1W 1-V4• 1-Im 1-1/4" 2' tare° 1-3v .vedee ACTUAL PRESSURE REQUIREMENT FORTHE _ �p I
2 Anehote 94.75-Min.O.C. 811and1M or 04hat Olp(Fi9-lk See[be 390 IN 46abs e�lOs tsa4[be 210lbs 280IN 3541M 7401M 374M W41N 91s 6s 3471w 4421M 5631be OPENING,WHEN R IS.LOWER THAN THE MULLION c0i a 2 ce
4Anchure 01.15'Mtn-O.Q/Standard(or Of6at)alp ft.2)t 460(be 700 IN WA WA wA NM 380 IN WA WA N/A WA WA 662 IN8851Ds 11201M CAPACITY(FROM THE TABLE) SELECTED r3�K�
4AKhDM@W 9n.O.C.IM2x5Angla W9s/(F4.3k 780 be 780 IN 680 be tfi60 IN 18961M 640 D. 560 Ibs NIA 760 to 748 We 080!e 1892@s 682!be M!be 1120+M MULLION.ITWILLYIELD AMINIMUMANCHOR PRODUCT REVISED 11
2Artolims D.45•I�t O.C.!l}Qlp,hto.125'Abm.109.4k WA WA WA N/A WA WA WA WA NIA WA WA WA WA WA 715IM CAPACITY WHICH MAY BE USED TO QUALIFY as cob I7rIn with the Florida
1 Anahar/F47Ip(Flo.Sk 195[as
1D5lbe 225 be 4451. 8221M 1359n 140 Me 177[be 370IN 7971M 9321M 4731m 470Ibe 221 IM Z8016a ADDITIONAL ANCHOR OPTIONS FROM THE Building Code
2Anc6ols@1.16 Min.O.C./F471p(FlO.Or 2401be 350 IN WA WA WA WA 1901M WA NIA NIA WA WA 341 IM 4421M SBO Ibs ANCHOR CAPACITY TABLE NOA-.N0. 17-0630.01
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. expiration Date OW26/2021
BY
MIamF ad ro_net Con rot
FIGURE V FIGURE 2 TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
e SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --•'� 1.000- �-- -
2)LINEAR INTERPOLATION BETWEEN.MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT.TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. tit t t I 11111I
. . ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, 2.000, NY..... N
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. \ a�.• 4&,
'•LICENSE••.�{
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .376'
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE-TREATED No.58705
FIGURE 4: FIGURE 5: FIGURES: YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" `*�•� •' *-
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT V X 2'X.376'MULUON
LEAST THICK AND A35.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND f �`
THE MATERIAL#10 ANCHORS INTO WOOD MAY BE STEEL,18.6 S.S.OR 410 B.S. w O•' ATE P (V`
OR
A.LYNfv11N1ILLER,P.E.
FL REA 58705
1
TABLE 3A
V)
Mullion CapacKy Table(Ibsill1?) ®off 8
OpenkV Mdth liar wrficalyspenrlirg mlgms)or4>pening Height(forhorimrlfeey-eparWrg mL&ons)
So In 60In 70 in 80 in 90 in 10Din 1201n 1401n 160Mt Y�_
t x 275 x Rect.gdar TwpT6aq. Ree.gMar 7rgOtt�nB. Rrslan0ular TreWTdup7. Recmngter Tbeprtxa a. Redagefm TmNTdarB• 17eet W T2pRlb.9 Recten9udar TmW111m8, ReetargWer Ttaprrdaiq. 7x.efan9Wu T7aB B o
.87S Alurn. W.dn9 Lmdne Loadne Loadn9 Wadnq I...&M Imdng Loodng Loafing LoadnB Wsdn9 L.Ov La av Inedn9 Lmdm Lmdng I�drg luedna SY
_ 2! t t L• t _ t t t 11quIllon _ 2 t L L Tube a-
11121, . la
�$ s " sg �€ sp s �• s � s s � s� s� a� o lia U
24
421n 170.0 MG 170.0 435 170.0 744 170.0 M 17" 8w 170-0 508 170.0 B82 170.0 619 1740 1116 1740 621 170,0 1240 170.0 621 1487 1391 170.01 521 127.5 1301 170.0 521 111.5 1301 1713.0 621 O =
J IB in 170.0 709 170.0 524 17DA B50 170.0 684 170.0 982 1740 E30 170.0 1133 170.0 wt 151.8 1139 170.0 8/7 136.5 1139 1740 em 113D 1139 170.0 Me 07.6 1139 170.0 6W 86.4 1139 t740 60 rn
50.625 In 170.0 747 17MO 563 170.0 5% 170A 631 167.0 ion 7740 w4 146.8 1032 1740 rm 1346 f032 170.0 747 117.4 1032 1740 7W 97.9 1032 1740 750 8319 1032 170.0 756 714 I= 170.0 756 ;E LL� i=-
641, 170.0 707 1740 612 161.3 907 1740 691 1382 907 164.7 730 1249 907 15Z6 7M f07.5 807 145.0 714 88.8 907 141.1 710 80.0 W7 1448 T08 6911 907 140A 709 60.6 907 140.0 709 O- LU d, LU C>
zjs
LU
60tn 141.1 735 151.E 025 117.6 735 130.3 611 .100.8 735 118.0 598 B02 735 1082 boa 78.4 T35 99.5 583 70.E 736 95.1 576 50.8 735 91.6 B74 50.4 735 9L8 574 44A 735 B1A 574 m
MIn 121.9 686 1340 570 101A 688 1115 557 87.0 6w 99.8 547 76"2 6w Dal 538 67.7 6w 839 531 Sao 6w 79,8' &M 50A 6w 75.6 MI 43.5 886 748 aA 38.1 60 75A 521 z
wIn 106.0 w7 1121 522 w,3 BW 88.1 511 75.7 007 85.0 501 682 607 77.1 423 38.9 601 71.5 406 53,0 607 67.6 481 442 60T 63A 478 37,9 fill] 62.7 474 33.1 W7 62,7 474 Z Z �• _
72 In 415 510 a" 443 68.0 510 73.0 434 SV 10 64.3 420 51.0 510 57,9 410 45.4 31D 53.3 413 40-8 510 60.0 405 34.0 510 45.8 402 292 510 44.4 389 25.6 61U 44.3 W9 W !n O
78N w.4 4w 72i 400 57.5 45e 81.7 392 49,6 456 64.1 385 434 455 t89 378 36.6 455 449 373 34.7 458 41.6 3w 289 458 37.7 362 2A,5 459 380 359 21.7 458 33.7 353 a ?o n
V)
78N 84.2 435 67.0 381 535 435 53.6 373 46.8 4M 49J1 3B8 40.1 4U ".1 3w 387 435 409 355 32.1 435 381 Wl 26.8 435 34A 344 229 435 336 341 241 435 322 340
90in 41.5 327 43.1 200 349 327 344 ZBS 29,9 327 31A 250 2&1 =7 28a 27fi 232 327 25.7 271 20.9 327 23.7 20 17.4 327 21.0 282 149 327 18.3 258 {Z� ¢ 1�r1 Z N
Do In 3AA 26T 35A 257 28.7 287 299 262 2L8 211 ffi0 2A8 27.5 287 231 244 18.1 207 20.8 240 17.2 287 193 237 14A 207 18.9 232 a I"' r�" �C3 Q
lee In 242 227 24.7 2D5 20.2 227 20.5 201 17.3 227 180 198 19.1 16.0 195 X o O
N �
•1171n 227 175 72.7 19/ 16.6 215 18.1 191 159 215 186 155 La Y Y
120(n 17.8 181 1 17.9 167
TA13LE35 S2 ¢¢,-1- ¢ O O
Anchor Capacity Table Ibs ANCHOR CAPACITY ADJUSTMENT FORMULA: fL$ Z rn to
ANCHOR CAP.,�„W, a �� �'0
900simIC 27N CmCRtB 3.5k Dario. I{Wlaw(24U Feted CMU PT Wood mda "(OP-1 Xr ANCHOR CAP.-, €fY tr
`MULLION CAP.,,®,,,, �i n
61ur Eko 1f4°S6 Eko Sn6•EIaO 7/d•SS Dro II108teN tl125teal tl1291ed �q-2
Anton rypa wts•Elco 105ecan vb•E1co UlbScm 9I76•ElcO lntmcm v4'Eko Ultracon (r,� W) screw 5) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Anchor Clip Patterns tmmcon aBamsalor U3-116- Aae2' suer 9aQ. (c PRODUCT REVISED
6a0a oml4rce(q} t• alit 1• z-tfr s.va• i• 2.1n• 1• 2•f7P a 3-178' r o.4e• DSa• Data• CAPACITY REQUIRED'CORRESPONDING TO AN as
complying with the Florida
Embodm,A(Ch id/4• taro• I.M. 13N• ? 1-v4- 1.1/4• 1414• t-1/4• 1-1N• f-114• 2• ta/e• 1a16• te4es ACTUAL PRESSURE REQUIREMENT FOR THE au comply"
Code
2 APO-@4.75•Mhk O.G/Stmdnl q 01mt CRP(Mg.1): 390Ihe 390 ba 450 ma 690Ibe 1844li 270Ibs 2e09u 354lbs 7401hs 3741m WNIAWA
341 The 4421bs 5600u OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. 17-0630.01
4 Anchors @ 1.15•MN.O.G!9landatd(arO�ef)Mp lFk.2R 480Ibs 700®s WA WA WA WA 3806w WA WA WA 6821b0 8851ba 1120 Bu CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Ancfora 493•Mn O.C.1(2)?x5Anab%ps I FJg.37 780 On 760 Its wol5s 15a01Cs 1898 Ou S101m Emit. N/A 760lba 7431bc 882lba 885lls 1120 ms MULLION.IT WILL YIELD A MINIMUM ANCHOR expiration Date 05/26/2021
2Amhua.0.45•MIn.O.C.I 11dIP,Inlo.12T Alin.n.4Y WA WA NIA WA WA WA WA NIA WA WA WA NIA 715 hs CAPACITY WHICH MAY BE USED TO QUALIFY By
1 Amhor/F-01P Fla.5), te$lbs 195 Ibs 2251bs 4450a 822Ibs 1351bs 140lbs 1771ha 370,Iba 1BT Iba 170 ma 221 Im 280 ms ADDITIONAL ANCHOR OPTIONS FROM THE M.3rn"a Peduet Con2 Ahos®1.15'LIIn O.C/F4'71p(FT.- 2402a 3500u WA WA WA WA 1801be WA WA WA 341ma 4421W 56e 9rs ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS.THE STANDARD CLIP. �\CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEEC24.
FIGURE 1: FIGURE 2 TABLE NOTES: �J
--I 1.000' f---
Q 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 2S FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. (t t I 1 I f f
FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
i
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760" ` ��,•'� LICENSE'•.�(��i
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. No.58705 �FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE Cup MUST BE USED W PAIRS. -
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND GROUT FILLED -0 -
FIGURE4: FIOURE5: FIGURE@ CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-30.WOOD SHALL BE PRESSURE-TREATED 37'r• �O '•- t7 �_
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063•T5AND BEA MINIMUM OF.125' TO,(k•'• SATE :•(p��
� THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1°X 2.75•X.375•MULLION ifis•':c<ORIDp;,.• �•Cti��
I I 11 • I LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR410 S.S. /// e, INAL
A.L1 I(IN M ER,P.E.
FL P.E.#58705
TABLE 4A
Mu18on02 ao Tablo 2 _ o�
x
Opening lAidth(for terOml]I�spard g mullions)or0paning Height(for horiaordaly-sparirdng miAons) - -
501n 60N 70 in 801n BON 100N f201n 14oh, 160In m 0
Club.
P-Wmwlm 'Raprt.M Rftwl. T-p/111an0. plubmau Tmwft 1n Rcohmgaar Trw rilmg. RectmigWar long Ractan991w Trap W.M. R-b,.War TapRdm RuI.jAarTrQdTdene.Lcedin9 Lmdng Ldng Laed•9rg Ldn9Ldm Ldng LOadng Lcedng L-Ina Lowing Lcadng LcedNg Ldtl9 LOadng Lo ft L-6 Loing Z r n r a r r r r r r r r r r r a r r LL
.. � �a,- �.. � a,. a •a.- m 7s., tea,.
u a 42 n U o o Q Oo a u o 0 0 8 U
Z co
s� a� a d` � d s' ap � � � aV a d`u" � o d` �a �� �z fix' aKa r� `� i d� O w
42N V0.0 Do 170.0 435 '170.0 744 170.0 478 170.0 668 170.0 Sw 170.0 922 170.0 619 17aO 1118 1700 S21 170.0 1240 IMO 521 17aO 1488 170.0 521 158.7 1820 170.0 521 139.5 is" 170.0 521 w J Cn
J 1n
481n 170.0 708 17a0 524 170.0 B50 170.0 581 170.0 9B2 170.0 830 170.0 1133 170.0 661 170.0 7275 170.0 877 170.0 1117 170.0 880 141.7 1417 170.0 68O 121.5 1417 170.0 680 108.7 1417 170,0 680 y
LL
50.rR8N 17a0 747 170.0 563 110.0 WS 170.0 631 170.0 1046 170.0 OR 170.0 1195 170.0 723 16LO 1256 170.0 747 146.3 1268 170.0 75S 121.0 um 170.0 756 104.5 1268 170.0 750 91A 1286 170.0 756 p W O�
SIN 170.0 707 170.0 612 170.0 S54 170.0 e91 170A 1110 170.0 7% 150.7 1130 170.0 803 133.9 1130 170.0 837 120.8 1130 170,D 056 10D,5 1130 17a0 BB1 60.1 1130 170.0 861 75.3 1130 17UO 661 a: m LU
7 co w
SON 170.0 B5 170.0 701 1485 915 1023 781 125.6 915 1444 746 109,8 915 1323 735 97.6 815 IW 728 87.9 915 116E T20 732 915 114.4 715 628 9IS 114A 715 50 915 114.4 715 Q I-- W Z
�s 83 to 141,8 Bw 161.9 7t0 126,5 830 i38.9 694 ic&s 830 1232 B51 04.8 ma 1122 670 54A 830 104.E 662 75.9 830 09A 656 03.3 830 94.5 549 542 830 a 049 47.4 830 04.1 648
f. 6BIn 132.1 757 140.0 650 110.0 757 110.E es6 843 757 1059 624 825 767 88.1 614 73A 757 BD.1 800 eS.0 787 5{2 ODD 65.0 757 78.0 5B3 472 767 78.2 691 41.3 757 702 Sal H Z IL �U
C O
j 721n 101.7 836 108,6 552 e4.5 B33 B19 540 F
80.1 STO 83.8 038 722 521 6n4 fi3B 90S 514 50.8 838 823 508 424 8� 572 500 36.3 636.$24.1 =
.0Z
88.5 671 BOA {B8 721 571 78.8 496- 87.4 470 54.1 571 80.0 471 48.0 571 55S 461 43.2 571 S1.B A 671 47.0` 451 30,9 571 27.0 571 44b 418 Q = r`78N 80.0 642 83A 474 6&7 542 70.8 465 621 458 Sao SR 55.7 449 44A 60 SLO 442 40.0 542 73 437 333 542 429 429 286 542 26.0542423 ZBON 521 407 53.7 361 414 4W 46A 355 MO 34B 325 407 36.3 343 28.9 407 321 335 28.0 407 29.8 334 21.7 407 28.1 327 18.8 407 i8S 407 23.0 319 I- Q nD zy
m co X yao La0
96N 42.9 358 44.1 320 35.8 356372 3% 32.4 308 ze.e 358 2a0 3D4 215 358 28.1 300 21.5 35e 24.0 2B6 179 358 2f.0 289 16.8 350 3
n y
f08b 3D.1 283 30.8 255 25.1 283 25.9 251 MS 247 18.8 283 19.9 2" 16.7 283 18.0 240 15.1 283 185 237 W23.1 267 238 238 2o.e 235 17.3 287 18.3 23f 15.4 267 16S ?28 43 H V4 fn (n
U X Q
12DN 220 229 223 209 18.3 229 1&8 205 16.7 229 76.2 202 O
0 Q Z m
TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: a m O
Anchor ae Table bs ANCHOR CAP.„m,,,°, pp $CC
sWssate: 2.7kC mrM 3,5k Cara H08aw CMU Rned CMU PTWooa Mate) (OP,w)X( )=ANCHOR CAP.
,m
16-Er0 714.6E Elco Slr EWc 114^SS Elco m0 Sted 612 Sk l 012 Steil MULLION CAP.,m,,,,,,,
ArwMrType: 3/tEEkolllbaoan 1w'EmOUlbewn 3'10°EIe0UBr04on va•Eloultraccn PRODUCT REVISED
AnehorCOp Patfems mason Aggm- u3-var Ago 2- scow(051 screw(Q5) ficmv(051 USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edw Dort-Mk 1' 2-IW r 2-W 3.119° 1• 2-1a• r 2-u[' 2• 3-va 7 o.4e• as4• 0.32V CAPACITY REQUIRED'CORRESPONDING TO AN ae oompl Ing with the Florida
Embedment On. tal4^ 1-&4• 1.3/4• 1SI4° 7 1-1I4• 1-114• 1-114• 1.1/4' 1.114, 1-114' 2' 1.ws• Izw 4Mes ACTUAL PRESSURE REQUIREMENT FOR THE NOA-Ng Code
2 Anchon 04.75•Mln O.c./SbcMard or084d QID(FN 1I.. mums 3mu 450 me 690 lb. 1644 me 270 lb. 280IIn 354lb. 7401be 374IDs 654lb0 946fbe 341 fbs 442 rbo BOB ors OPENING,WHEN IT IS LOWER THAN THE MULLION NDA-No. 17-0630,01
4 AMhOM 01.1E MIn.O.C.1 Sdndmd(vO N)CIP(Fl9.2,t 4600rs imft WA WA WA WA 380 ors WA WA WA NIA N/A 6821M C686_W 11209 CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date OS126/2021
4 Anchme 0 3•Min.O.Q I R)215ANie Ups I F4 3L 780 ors TBO me 580lbe IWO ors 189E Ibs 640 lb. 66D Da WA 760 ors 740 fbs Ban ors 1092lba 682lbs m 1120 R. MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 Anch0m 00.45•Min.O.C.I U-UP,NIo.12S AMn.(fW.4k WA WA WA WA WA NIA NIA WA WA WA WA NIA WA 775t. CAPACITY WHICH MAY BE USED TO QUALIFY BY
I Anoharl F-Glp(FIp.S): 19516s 195IN, 225 ors 446 bs 822 ors 135 me 140 lb. 177 ft 3701be 187lba 332 lb, 473 ors 7T0Ibs 221 Itss 280Ibs ADDITIONAL ANCHOR OPTIONS FROM THE Miami--Da rotlue Control
2 Anchors 01.15°Lea QClFGIp(Fl9,eF 240 ors 350 ma WA WA WA WA 1so 01s WA WA WA NIA WA 347 ors 442 Un 560 ors ANCHOR CAPACITY TABLE
NOTE FOR THE OFFSET CLIP,USETHE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: F 2 TABLE NOTES
1)SEE SHEET 1•FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
ttlllllrl/1
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURES: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOREXACT DIMENSIONS,SEE SHEETS 21-23. 2750- •L10EN4-R!_i
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS21-23. ••• .'C`
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, No.58705
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED Ti50" '0 �Rk
*-
CONCRETE BLOCK UNR(CMU)SHALL CONFORM TO ASTM 690.WOOD SHAH BEPRESSURE-TREATED
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.126' p��.• �[L`
( THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045°THICK(18 GAUGE}STRUCTURAL STEEL TO BEAT
LEAST.125°THICK AND A36.ALLANCHORS INTO METALSHALL EXTEND AT LEAST 3 SCREWTHREADS BEYOND 1•X 2.75•X.650'MULLION �i SS•'•FL ontap
'•1���
�II II I THE MATERIAL#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. �ONAL�NGP\``
A.L IYrPIN„MILL ER, .E.
FL P.E.#58705
TABLE 5An o
Mullion Capacity Table fbaWl
Opaning Width(forveriice sparring m7Eons)or Opening Haight(for in(zonta%Lspar7rdrig mullions)
501n BON 70in 80N so in Im in 1201. 1401. 1601n o
Ftectatg+lar Tra(dTdenB- Reotanaular 71ePTeIenO• Raclmlp4ar Traplldang. Reatan9de T-WrIlderg. ReatalgWr Trapltdml9, pacNrguler TrspTrhng. RecTanadsr Trap/81an0• Radargaler Trep7dog. Reatwpdar TFap7Tden9. F
1"1c 3.125"a LaadM Loadtg Uoadrg Laaft L024N Laadn9 LOadmg L.4na Loedmg Loading Lmft Loading L�ading Laadmg Laadtg Laadng Loading Loadlg sY -
.600"Alum r r r r r F r n r ,�• a r r r r r r ;•^ r r r r a r x �r E'
Tuba Man �o � � 11 1� 1 1a 1 1 N
a o na a o o n Co O 40a uo u o u u o u o o u m a U
tr$ �� _�
sg s m a �$ o m� a s � sa s � 31 sa d z rn
a' s'� a� a �o m m u W
w - 2
42in 'R0.0 6M 17aO 435 170.0 7" 170.0 476 170.0 868 170.0 WS 170.0 9M 170.0 519 170.0 11I8 1712.0 521 170.0 1240 170.0 521 170.0 149 170.0 521 170.0 IMS 170.0 521 154,4 1802 17U.0 521 J U
43In 170.0 708 17&D W4 17D.D MO 170.0 584 170.0 892 170.0 630 170.0 1133 170.0 651 170.0 IZ75 170.0 677 170.0 1417 170.0 WO 157.7 15" 17a0 am 135.1 1577 170.0 680 118.2 IFR 170.0 680 h
50.82513 770.0 747 1 170.0 663 170.0 896 170.0 631 170.0 1048 170.0 64 170.0 1185 170.0 723 170.0 1345 170,0 747 170.0 1484 170,0 TW 141.T 7495 170.0 7s6 121.5 1499 170.0 758 108.9 1495 170.0 758 W o
54in 170D 797 170.0 B12 170.0 858 171LO WI 170.0 1116 170.0 764 170.0 1275 171 D 403 1W,1 14m 170.0 537 149,5 1401 170.0 856 124.0 1401 17o.0 Bat iou 14ot 170D W1 93A 1401 170.0 eaI K co
1 � m L.
00In I70.0 8W 170.0 701 1TD.0 1083 170.0 707 15a.5 1158 170.0 878 138.7 1166 187.0 028 IM.3 1156 156.5 817 111.0 I150 U9.7 010 92.6 1158 144.5 003 79.3 1155 144.5 eW WA 1158 1".5 903 $ F•• Z
Wln 170,0 930 170.0 745 159.8 1049 170.0 E50 137.0 1D49 10.5 BW 119.0 1049 141.7 B48 IC8.5 1049 1320 636 9&9 1049 125.5 628 7a.9 1049 119.3 320 65.5 1049 110.9 612 599 1049 118.9 Big Z U= m =
'WN iW.a 855 iTO,D 788 139.0 '055 151.3 804 t1B,1 955 13&7 7W 1042 956 121.4 775 92.6 955 1128 185 W.4 855 108.4 757 W.6 855 BB,B 74B W.e B55 98.7 748 521 956 88.7 748 ? d in U
j 72In 12&6 807 131-8 W7 107.0 bM 114.9 882 91.6 '903 101.1 570 90.3 803 91.2 059 71.4 003 83.9 649 642 803 75.6 B42 53.5 am 722 672 452 B0.3 69.0 '628 40.1 SM 69.7 627 -wa, J Z
78 in 1W.2 721 114.1 628 91.0 721 97.0 e18 7&0 721 85.1 WS W.3 T21 78.5 693 W.7 721 70.7 588 54.6 721 BSA 578 45D 721 59.4 SW 39.0 721 56.e 584 34.1 721 58,1 GW w Q J rrct`
D r <
.7aN 101.0 664 f0&4 SBB 84.2 664 89.4 587 722 BB4 7&d Sla 6d.1 864 70A 587 W.1 684 84A 558 50,5 896 589 551 424 B84 54.1 641 38,1 W4 51.3 536 319 664 50.0 934 Z IZz- Q
90 n 85.8 514 67.9 458 94.8 5% 57.3 40 47.0 614 MO 440 41.1 514 44.8 433 3&S 514 40.5 427 328 614 37.3 421 27A 514 33.0 412 235 514 3a,4 408 20.8 514 29.0 403 ¢ LO Z Go
N `�
m
981. 54.2 452 55.7 404 45.2 452 47.0 396 18.7 412 40.8 390 33.9 452 36A 3M 30.1 452 32.9 378 27.1 462 30.3 373 228 452 23.6 365 19A 452 24.2 359 1&9 452 22.8 355 a N X)) �m0
108N a&1 367 3&9 322 31.7 357 327 317 21.2 357 28A 312 2&B 257 252 308 21.1 357 22,7 303 18.0 357 211.5 7B9 1S.B 357 18.0 293 1&8 357 /8.2 .7 11.9 357 16.0 283 c W NH
III In 35.1 338 35.8 3m 28.2 33t1 30.1 301 25.0 338 29.1 2B8 2I.8 338 23.1 292 18.5 33B 20.8 288 17.5 338 10.0 284 14.8 338 18.5 T78 125 338 14.8 273 11.0 33B 13.6 269 0 m U) In
12087 27.7 2W 2B2 283 23.1 229 2&7 259 19.8 289 20.5 258 17.3 2B9 1&1 252 15.4 ZW 18.9 249 13.8 289 il8 218 11.8 2W 12.6 1/0 89 2W 11./ 238 &7 2W 10.4 232 0 QU X Q U Q
Z
TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: >-
AnchcrCaDaM Tabls bs1 ANCHOR CAP.,,„,,,,, O
suns 27L C-IM &5k c- 1101-cmu Hoed CMU PTWOW Metal (DP,)X( )mANCHORCAP."„
&ta•E3co "'"S E ca 91E EIcd 114-SS E to At0 S7etl 012Sted 012Sted MULLION CAP.m""
AnchorCllp Patterns nncl7a'fype v16'Ens lmatn va•FJc9UAmedn umaaan a+1C Eno unman v4'Eicauem40n ADYIGaar unman Agg--dar stnnv(C3)Scral7(05) Sarav(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR. PRODUCT REVISED
Edge DstareegnT V 2-v2 I 1• 1 2-112• 3.1fir V 2-v2' 1" 2-vr r 3-Ire" a 0.48• I &sr 0.94- CAPACITY REQUIRED'CORRESPONDING TO AN as complying with the Florida
Embennem n lara" 1a1a• taro• lard' 2• 1-va- 1-vd' 1-114• t-v4' t-vr t-v4• 2' taro" tare'_ vanes ACTUAL PRESSURE REQUIREMENT FOR THE Building o 0
2Anchms®475-WR OC.1 SW400rrO0sel Ctl (R91C 3m ms 390ta 450 Es WO W7 1644%s 270 ms 2®me &54 Ias 74016s S741b3 664 Ra 04sibs mas 442Ibs %a R. OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. '17.0630.01
4 Archa5@1.15-Ulm O.C.I St"RI(or Oi0e1)Cnp(Fig.2): 480 WA 7009s NIA WA NIA WA 3m me NIA WA I41A WA WA 6821u 885 Os 1731 ms CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 0 512 6/2 0 2 1
4Arcwm@3'Mnl O-C.1(2)2t5AtgleClpsl(R93} 7803. 780 Bs 680 ms 15m iM IeSSIbs 54015 6®nu NIA 76011E 748IDS WO Im 1892 Im 682as e65 ma nzo l0s MULLION.IT WILL YIELD A MINIMUM ANCHOR
3Arcrots@0.g5•MIn.O,G.I UCap,Nm.125-Alum(Ra 4 NIA WA NIA WA NIA WA WA NIA ILA WA WA ILA WA WA 10790s CAPACITY WHICH MAY BE USED TO QUALIFY 0Y
1A hor/FC8p Dag 4 1M bs 1951DS 225 ma 4a3 LE 822 BE 135813 140Its 177 ms 3701bs 107 ms 3321b9 4730E 1701Rs 221 Itn 2W IlB ADDITIONAL ANCHOR OPTIONS FROM THE Miami-D� eProduct Control
2AlKron®1.16'N7n.O.CI FCOp(Fla 67 249 BOG 3500E NIA WA 107A WA I--
WA WA NIA WA NIA 341 IDs 4421W SW lbs ANCHOR CAPACITY TABLE.
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP.
F-1.000"-4
FIGURE 1: FIGURE 2: TABLE NOTES:
® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADING.
® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)UNEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3.125" lvl )rrr
FIGURE 3: LYNIy� rrr'
F3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ``P�•� "`ICENSF•;/l�F
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-2&
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, No.58705 �
`�
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED
FIGURE4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.126"
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1"X3.125"X.5'MULUON
rCv'-• 1[j�
LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1'VF MULLION) :i(� FtOR[DP•.•:G�C�
. S - RI
THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,JM S.S.OR410 S.S. rrrS/ANAL E�vv��
A./LYNNIMIhdE13,P.E.
FL P.E.#58705
TABLE 6A $
Mu154m Capacity Table(IbsIR2) ® �
Opening Width(forverucok-spairirg miffom)or Opening He(gId(for todwrtakspenri g muglons) Ar
a
50h 60h � 70In eDh 901n 100® 129h 1401n 1Wh � n
��xx? o
�atangufar TinpTMag. Reotangi� Tmp7Marg, Reeln,,,-r TrnpllMeng. ReetanWdar Trap7T0arg. RecfangNa -ImplhimV Reetnngdar lle{J}ryOn0. Rec78nDN.v T-WTdan9• R.Wgdh Traprrr}w R4Qmipdar T 6 C 1
1X47(.125 Iam9ne LoWnB LWdn9 Loodn9 Loadrry loafing Loading L-&g LmdnB Losdrg Loading Loadhla loadne Lcadrg Landllg Loading Lmdng Lo+ddn0 ^Y U
A142U rubsT _ „ _ '.. , a § a .� g �• :.�• �• -
aleo 4 � � 8saa s' :� t� �� 3� e � s 04 6 o w 421n 170.0 620 170.D 435 170.0 744 170.0 478 170.0 669 170,0 505 170.0 992 170,0 Sig 170.0 1116 170.0 62f 1708 1240 170.0 621 170.0 f480 170.0 ffi1 1453 148H 170.0 521 1Z7.8 1489 170;0 521 0 _
4a In 17Mm 110.0 70e Imo W3 170.0 850 imo 631 170.0 04 170.0 630 170.0 1195 170.0 661 17R0 1276 170.0 6R 156.3 I= 170.0 680 130.3 1303 170,0 6e0 111.7 1303 170.0 680 07.7 1303 170.0 taro K
SO.G25 to 170.0 747 1T0.D (363 170.0 696 1708 631 179.0 1048 170,0 684 170.0 t1B5 170.0 723 15&1 1235 170.0 747 1405 12J5 170.0 MA 117.11 1235 170.0f 756 1WA 1235 170,0 758 87.8 1235 17MO 766 z m S
❑ F.
64h 170.0 797 170.0 612 170.0 B58 17&0 691 170.011116 170.0 764 161,4 1169 170.0 907 1372 7158 170.0 &I7 12aA 1150 170.D 856 1028 115E 170,0 661 882 Ilse 170.0 %1 772 115E I= W1 a LU m O N
SO 1, 170.0 ties 170.0 701 169.7 1042 170.D 797 142.9 100 161.1 932 125,t 1042 1467 915 1112 1042 136.E 801 100.0 1062 1W.2 791 014 I0Q 125,1 782 71.5 IOU $26.1 782 623 IOQ 125.1 782 '-I F• tD fit
Ur
9314 170.0 930 I= 745 151.2 W2 1616 Sin f298 H9l 7HA 788 1/3.4 992 l31.0 iffi 7DR8 892 121A 766 80.7 892 1N8 759 758 D92 108A 745 81.8 B82 108.0 7N 59.7 [92 1080 7N _ a �S Z
e9m 18sA 947 1TR6 709 137.8 647 149.0 700 119.1 B47 13D,3 760 1D3.4 947 117.7 752 913 947 70&7 738 82.7 947 1022 777 689 947 95.1 713 69.1 547 94.0 7f1 51.7 947 948 711 ? = to m =
721n 135.9 619 1427 737 I= 849 121.6 722 97.0 849 108.9 708 84.9 849 96.4 696 76.5 649 88.7 C86 87.9 849. W 875 56.0 849• 75.3 US 48.6 849 726 e52 42.6 SO 724 651 g� St, L) 9O
761n 118.5 7ffi 120.7 665 96,7 762 /026 6M 02.5 762 90.0 640 722 762 80,9 ON 642 762 742 620 57.8 762 692 613 {8.1 T62 62.8 602 413 762 59.9 537 =1 762 59A 595 a � (n o �Z
In Ia8.9 724 111.4 034 89.0 724 944 621 76.3 724 82.0 6W 66,8 724 74A 599 59A 724 8&1 591 MA 724 634 SW NS .4 57.3 673 382 724 54.3 567 33,4 1 53.5 585 z F-- J t-• „^..
Win 69.6 &Q 7/,9 483 68.0 V. 60.7 Q74 48.7 543 62g 466 415 60 47.1 458 39.6 543 4Z.8 (52 34.8 543 319 446 29.0 E43 349 436 7A,8 543 321 430 2t.T 643 38.7 429 Z Z Q N �
11- Q Z
S.
67.5 470 59.9 427 Q.e 478 49.7 419 10.9 478 432 4+2 35.0 478 30.5 408 31.e 479 348 4W 2&T 478 320 3B3 23.9 478 28.1 356 20.5 478 25.9 360 173 478 242 376 ems. N bt p$o loe In 40b 377 41.1 341 33.5 377 34.6 379 28.9 377 30.0 370 25.2 371 28.8 325 224 377 24.0 321 =I 377 220 317 18.8 377 19.0 310 4A 377 VA 3w � -
71167 37,1 36/ 37.8 3M 30,9 367 31.5 316 26.8 357 27.8 313 232 357 21A 3D3 2D8 357 220 305 +&5 357 20.7 301 15.4 357 17.4 29f
1205r 293 306 29.8 279 N.5 308 75.1 274 21.0 308 2f.7 270 f&3 306 102 -1 18.3 306 w oN (?/)
144 In 17.0 212 171 1% C3 X ¢ 7
TABLE 6B a z )
ANCHOR CAPACITY ADJUSTMENT FORMULA: a. O m msp
Anchor Ca d Table bs pp
9oMimte 27k Comrae 39k Caro. - floiwf3UU ANCHOR CAP.,.",,..
Flied CMU PTWood Mil (DP,m)X( )-ANCHORCAP,am
'5116'El.. MULLION cAP.,,,,,,,, PRODUCT REVISED
Anchor rypc 3116'Elao Uhaeon i/4'Efoo UmBOQI 3/76"Elco UMmebn 4J4'Efoo Unman 1!4'66 Eha 5118'Elea 1/4.89 Poo 610 steel 812 6> 8 2�S•tael
Anchor CUP PaCL•rtte Uilracae ABg.Gatot Ulm= AM,.Gatcr Banw(G5)Screw (tis) USE THIS FORMULA TO OBTAIN THE ANCHOR as complying with the Florida
h0W twlanoa fmT 1• 2-t/2• r 2-trr 3-v9• 1• 2-1rr 1• 2a/r r sv6• r 0AW 0.54• a.324• CAPACITY REQUIRED•CORRESPONDING TO AN Building Code
_ Em7>a-Ir-k +�I4• 1•y4• t-3r4' few• r 7-v4^ 1-f14• 1.114• 1-vb• t-v4• fala r 13re• tare• ]1�120ft
ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
2 Anch m a 4.TS M5L O.C.7 standard or Othet IXtp(F7g 162p 3w m4 393l4 450 fhs 890 Ibc 1644 ins 270 ins 280 fbs 354 Fm 74a Ibs 374 8a 6541bs so 15s 341 ma N2Ibs OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Data 05/26/2021
4 Arahoo R 225'Min.O.C./Sunda"(c7011W)Up(Fig.3T 700 ins 7W ins 560 ins 1410 Ibs 952 ins WA 560Ibs wA eso Ib4 MIA fi801ba WA M21bs -lba CAPACITY(FROM THE TABLE)OP THE SELECTEDnO.c.lbpndatllwoa�)cgplF•4 BEBIIs +ono Ds wA wA NW WA 760fbs wA Wa N7A Wa wA f3936s 77709a MULLION.RWILLYIELDAMINIMUMANCHOR By4Arwlnm®3"Nin O.C./R)2k5 Angle Clips/IFIe.�: 7w Du 78]Ica 980 ins 1580 L's lase Ibs fA0 ins 6601bs WA rso ins 748 7bn 8a0lbe 18921bs m2 lbs gas Ibs CAPACITY WHICH MAY BE USED TO QUALIFYMiami-0 a Pro uct Control
6Anch-03•Nia O.C.I M 2a5Angfs(2pe/f .6p 117015n i170 inn 10201De 00IM 2944ms 6101ba 840Ibs WA I7401ha 11721320In 2839 ins 1022 ins 13V ins ADDITIONAL ANCHOR OPTIONS FROM THE4Amh m®OASMIn,O.G/LL4Ip Into 126'Ahml(Fb 71: Wp WA WA WA WA WA WA NIA wA f A WA WA WA WA ' ANCHOR CAPACITY TABLE
2Anolam 0 2.75-Min.0.0.I 1`0p Fig.9k 36a ins 950 Om 2W inn705 m4 470 ma WA 2601bs WA 9t5 ins NlA 44D m3 WA 347.IOa N216s4Anchom 0 1.15'Mh.O.CJF42Ip(R0.9k 480Sm TW 6o NIANIA WA 11 3B0Ibs WA WA NIA WA WA 6B2 ins S..
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -•i �--
TABLE NOTES:
FIGURE 1: FIGURE 2: • FIGURE 3: • FIGURE 4: • FIGURE:: FIGURE:: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE
• • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
• • • • • •
2)LINE-AR INTERPOLATION BETWEEN MULL LENGTHS ANDA7R OPENING WIDTHS IS ALLOWABLE
,�•••,.`gCLYN ,•.
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000'
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW No.S8705
FIGURES: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. /• -
• • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO Act 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED p
• • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW ATE
.125'
• SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125"THICK STEEL i ••.'�<O_RIOp`.•••
STUDS TO BEA MINIMUM GRADE 33 AND.04G THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT LEAST,125'THICK �ss� ••••' �G ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 910& �7 OVAL E
#12 ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR 410 S.S. 1•MULLION A.LYN N'MILLI*P.E.
FL P.E.#58705
TABLE 7A
Mullion Capacity Table Ib - n
Opening Width(for vertically-spaming mtlSons)or Opening Height(for tnrimnfaflyspanning muflonS3 ,fir b Q
501n 60 in - 701. 801. P BD in 1001n 120 m 140 in 1s0ln p
1%4X.37b RecmrlPdaF 7tep/TdanO• Rectangular TraplTdane. Rectanualer TnxoTdang. R-fared Tm(Mang. RedangWar 7raplTdang, RedenrW TrW151-. ReatanInfar TrapTMang. R-Ianular TreprInanp. Redenyfer T.Pfrfl. �+ b
Leaarg Loaang Loadn9 Loadng Laadng LcadW Lowing towing Inadng Loadn9 Laadng LAadrg L^adWg L-ft L-Ing Laedrlg Loafing Loedrg
Alum.Tube 2 �i ,� 2 2 2 2 2 p 2 2 2 2 2 2 2 ,OS^ 2 •^ �• 2• 2 2 •
a^r
MURI
6 a 5 �} fi�y g •�,75$! 6 6 6� 6 $. 6 t 6 6 yt�• 6 Shy �g 6 6 5 S $6 6�, ya b} 6 6 6� 6� o � g
Z u+rd W
W
121n 170.0 d7O8
170A 435 170.0 744 170.0 478 170,0 888 170.0 60B 170.0 992 170.0 519 170.0 t}16 170.0 521 1T6.0 12d0 170.0 521 170.0 1488 170,0 621 170,0 1736 170D 621 170.0 1883 170.0 521 _
N
481a 170.0 170.0 524 170.0 M 170.0 684 170.D 892 }70.0 630 170.0 1133 170.0 6B1 170.0 1215 170.0 677 170.0 1417 170.0 680 170.0 1TOD 170A 680 1T0.0 1983 170.0 650 151.0 2024 170.0 680 CD
50.B251n 170.0 170.0 663 170,0 e86 170A 631 170.0 1046 170.D 634 170.0 1795 170.0 723 170.0 1345 170.0 74T 170.0 f49/ 170.0 756 170.0 1793 170.0 T56 156.0 1819 170A 758 1365 1919 170.0 758 541n 170.0 170.0 812 170.0 956 170.0 661 170.0 1116 170.0 764 170.0 1275 170.0 B03 170.0 143! 170.0 837 170.0 1594 170.0 OW 159.9 1799 170,0 861 137.1 1799 170.0 381 120.0 1799 170.0 W 0D m (n
s01n 170.0 170.0 701 17010 1063 170.0 797 170.0 1240 170.0 079 170.0 1417 170.0 90 1TDA 1594 170.0 ON 155.5 1619 170.0 1D33 M..6 IOU 17a0 1063 111.0 1619 170.0 1003 117.2 1619 1700 IOM t0 car631n 170.0 170.0 745 170.0 1110 170.0 8W 170.0 1302 170.0 040 170.0 1483 170.0 1015 155.7 1542 170.0 1076 MIX 1642 170.0 1122 117.5 15C 160.5 1169 100.7 1542 16TP 1157 M.1 1642 187.9 1157 V g Z
F, 6610 170.0 874 170,0 789 170.0 1109 170.0 NG 170.0 1364 170.0 10D2 160.6 1472 170.o low 142.5 1472 10.8 1148 128.5 1472 160.0 1130 107.1 1472 147.6 1100 01.8 1472 146.0 1104 80.3 1472 146.0 11D4 ? Z z ts°
m 721n 170.a 100 170.0 .878 170.0 1275 170.0 1009. 150.6 1320 -1662 1101 1320 1320 149.E IMP 117.3 I= 137.8 106E 105.6 I= 12a.6 1D49 eau 1320 117.0 1074 75.4 1320 112.E 1013 66.0 MD f12.6 1012 W� � •��
TO In 170.0 1122 170.0 937 149.6 1184 159A 1013 128.2 1184 139.9 M1122 1184 125.7 978 29.7 1184 115.3 984 69.8 1184 107.5 952 74.8 1154 B1.6 935 60.1 11e4 W.1 927 5e.1 1184 92.3 B25 N co° Z
78m 1661 1124 170.0 967 138.4 1124 147.0 965 118.6 1124 128.0 947 103.8 1124 1152 931 97-3 1124 105.8 918 83.0 1124 98.5 1 905 692 T124 89.0 890 59.3 1124 84.3 eel 51.9 .1124 832 878 J
goin 109.1 U4 tf1.5 750 90.1 'Bft 94.3 736 772 644 821 724 67.0 844 731 712 60.1 844 16.5 702 64.0 641 61.4 6M 45,0 844 54.2 679 38.6 B44 5a.0 668 33.8 644 47.7 662 ¢ Z N
co
961n 89.1 742 91.6 60 74.2 742 77.2 6W 03.8 742 872 B41 65.7 742 593 631 49.5 742 64.1 622 44.5 742 49.3 614 37.1 742 43.6 600 W.e 742 39.6 690 27.8 742 37.6 564 y � 1. gyp�0
loeln 626 586 633 53D 52.1 588 63.9 531 44.7 586 46.6 513 39.1 686 41.4 W5 34.0 SM 37.3 498 31.3 965 K2 492 2s.1 b88 2B.6 4B1 22.3 688 208 472 18.6 698 24.7 466 n_ 0n M h °
111 m 57A 555 58.8 503 48.0 555 4A5 495 412 555 429 487 36.0 656 36.0 480 32.0 565 342 473 28.6 655 31.3 467 24A 555 27.1 457 20.6 555 24.7 446 18.0 566 72,1 442 c�J X
1201n 46.8 475 48,4 433 38.0 475 39.0 426 326 475 33,7 420 2B.5 475 29.8 414 253 475 25.6 409 ZL5 475 24.5 404 19.0 475 21.1 395 16.3 475 107 387 14.3 475 172 381
X
S V Q O
144In 25.4 330 26.7 303 22D 330 22A 301 18.9 330 193 2B7 1fi.S 330 17.0 283 d c� Z
TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: mg.iI
a
Anchor Capacity Table fibs) 40j -5 d'm
ANCHOR CAP.,g..,,, g w -��5
Huln"te 2.7k camrete 3,5t Can.. Hollow cmu Fmed CMU PT woad Metal (DP-).X( )=ANCHOR CAP_
6'1gm"ko 1f4'SS Elea VIIr EWo 1f4'89 Eko SID31etl 9128leel #1281eei MULLION CAP.r,e.,,,,c PRODUCT REVISED
ArrcMriypa: 3/76 FJc0Ultracwr 1/4'Eleo Umeoan 3116'EleaURraeon 1!4'EWO Ntraeon
Anchor Clip PeCDms IAtracm AgOreGatar lmiacan AggreGOtra 8cnx(OS)Bcrmv(G5) screw(051 USE THIS FORMULA TO OBTAIN THE°ANCHOR as complying with the Florida
FAOa Dabme(7^k 1' 2-1ir 1' 2-1Ir 3.118" 1' I
1' 2.11r r 3.119' 2• 0.48" 0.54' 0.3N° CAPACITY REQUIRED'CORRESPONDING TO AN Building Code
Embadmem(mk 1-N4' taro' 1-Y4° 1JA" r 1-V4' 1-11v 1-1/4• 1.114' 1-114• 2' I-w }JIB' wrier ACTUAL PRESSURE REQUIREMENT FOR THE NOA-N0. 17-0630.01
2AncMo®4.7S Min.O.C.7 SWndani or OMt CUP(Fig.142k 3900- MMa 4501be e901bs 1844 me 2701bs 3541bs 740 ma 3741h1 $641Ra 9451bs 341 ms 4421bc SBO Ibs OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021
4 Amhm N 225•Mtn.O.C./Standad(w06eeq CUP(Fm.3k 700 ms 700 ms 580 ms 1410 lbs 9521bs WA WA 030 ms WA 890 I ss NIA 02 ma 865I1a 7120 ba CAPACITY(FROM THE TABLE)OF THE SELECTED
BAnchosG1.15'Mm,O.O l Standeld(orO8se6 CUP n,4k 980ms 14M Ibs WA WA WA WA WA WA WA WA WA 1383 ms 1Tr0 ma zM0 ms MUWON.IT WILL YIELD A MINIMUM ANCHORBy
n.O.C./RI2a5Angiepipe!(Fq.Sk 780 ms 7Ba l� eaoms 1380Ibs 1698Ibs 740 ms WA 700IDs 748 ma 6BO Ihs t802 ibs set 0a 88616s 1120ma CAPACITY WHICH MAY BE USED TO QUALIFY Mlam a Product Control
6 Anch-493'MIn,D.CJ M Z15 Anple Alps I(FIG.BL 1170lbs 11701bs 102010a 234019s 2844ma 6102- WA 11401bs 1122 Qb 13207bs 2838 ma t022 Its 13Zi ms 1000 ms ADDITIONAL ANCHOR OPTIONS FROM THE
4 Anchors®OAS Mln,o.C,f 1t43ip,k1o.726'AWm.(Flp.7k WA WA WA WA WA WA WA WA WA WA NIA WA WA NIA 1430 ms ANCHOR CAPACITY TABLE.
2 Amlwn 49 22S Mm.O,G/FCIW ff0,Bk 350 W 350 ms 290 On 705 ma 476 ma WA 280 ma WA 313 On WA 4/0 ms WA 141 ms 4421ba 6601bs -
4 AOchcn®1.15'Mh.O.OI F131p n.9k 480 me ?DO ibs WA WA WA WA 3801ba WA WA WA NIA WA 6820. 885 Re 11201bs
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. -•-1 1.062" '--- --� 1.00D- (--
TABLE NOTES:
FIGURE I: FIGURE 2: FIGURE3: FIGURE4: FIGURE B: FIGURE9: 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. i
• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, �o ANY YAfE:Vg v........
• • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE ` c\, LICENSE••,(�
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000" 4.000' Q, •'��
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 7k T NO.58705
FIGURE& FIGURE 6: FIGURE 7: -
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND a
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE �.41•. F
6063-T5 AND BE A MINIMUM OF.125°THICK.STEEL STUDS TO SEA MINIMUM GRADE 33 AND.04b" .3T75" .375' ��FS '•.�ORIDP..•' \��
18 GAUGE).
CK AND A36.ALL
ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. INTO METAL SHALL SEXTEND AT LEAST 3 SCREW THREADS TRUCTURAL STEEL TO BEAT IBEYON25- D THE MATERIAL.ANCHORS#12 1'X 4'X.375' 1 1'X 4'X.375- "',S��sO�'"N'A(-ENG��
ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. T-MULLION MULLION A.L1t*jyi(hhE0,P.E.
FL P.E.#58705
TABLE BA
a
Mullion Capacity Tablo @slit' "-
Opening Width(10rvarNrany spanrdng MuMons)or0poning Helghi(rorhod20rtalp-spardVng muliori9) r!
501n 601. 701. m in m in 100 in 120In 1401n 1601n + p
126'>< Reomngda TraplTd4ng. Redang6ar. Tap/Trtaig. Redangul4r TmprlUu v Recmnoar TYaprMan0. Radengdm T.P/rrIWV Red-aW. T.PrEdano. Reet.ugA. TFipnulan9 Rectengda Tmp/rdan0. Rectangular T`prT 9. .. y
Lwdn9 Losing LcadnO lnadn9 L.,M LDad1�g Loadm9 Loadng laadn9 Loadn9 Laadrig Lmdng Loadrp Loaa7lg Inauiin0 Laadng LmdinO L®dlrp 6= O
.2W AI m r u,. a �• a 2• zr g S .i? �• S a & a P S .' �' r & r s t �• 4'
Tape Mnn m .g s o
a �
sCO
L as@
42 in 17U $20 170.0 435 170.0 744 170.0 478 170.0 80 170.0 5W i70.0 992 170.0 519 170.0 1116 170.0 Wl 170.0 1240 170,0 621 170.0 1488 170.0 621 170.0 1735 170.0 521 151.6 1769 170.0 521 yW O
K
481n 170-0 M 170.0 624 170.0 650 170.0 04 170.0 892 170.0 630 170.0 1133 170.0 66'1 170.0 1275 170A 977 170.0 1417 170.0 sm 154.8 IRIS 170.0 6W 132.7 1643 170.0 680 116.1 160 170.0 WD (n
50.6m in 170.0 747 170.0 W3 170.0 896 170.0, 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.11 1345 170.0 747 197.0 1468 170.0 756 139.2 1468 170.0 756 1103 1468 170.0 76B f66.4 1468 170.0 759 LY m
a
541n 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 764 170.0 1273 170.0 803 193.1 1376 170.0 637 14U 137E 1T0.0 855 1223 1378 170,0 861 104.8 1376 170.0 561 91.7 1378 1T0,0 eel K CO W O 0)
601n 170.0 685 1709 701 170.0 1063 170.0 797 163.8 1158 170.0 876 139.0. 1130 167.4 93a 123.6 1168 iw.a 919 1112 1153 150.0 912 92.7 1158 144.8 B05 79.4 1158 144.E 905 69.5 1158 144.8 905 F'" LU
W LU
631n 170.0 933 170.0 745 150.1 1051 170.0 850 137.2 1051 155.9 882 120.1 1051 1420 848 108.7 1051 132.3 B37 961 1051 125.7 330 80.1 1051 119.7 a22 68.8 1W1 119.1 821 60.0 1051 119.1 021 fJ IEL n Q
c661n 167.1 067 170.0 789 139.3 957 151.E 90 119.4 957 134.0 790 104.4 957 121.6 777 92.8 957 112.8 767 83.6 867 IW.6 769 69.8 957 100.0 750 69.7 957 98.9 748 522 957 90.9 748 Z Z -J o a U
721n 12B.7 804 1332 698 107.3 804 1112 6M 11.9 11t4 111.3 671 80.4 M4 91.4 660 71.5 804 84.1 650 64.4 BP4 78.8 643 63.8 804 723 833 46A 804 69.9 629 40.2 804 89.8 820 W pG Q
Fr m
70In 109.4 722 114.4 630 912 722 S72 618 782 722 05.3 6W 68.4 722 76.7 696 60.8 722 70.3 580 64.7 722 a5.5 580 45.6 722 695 570 39.1 722 W.7 W5 342 722 562 664 N J gy 1
!\
n 761n 101.2 05 105.5 600 64.4 9B3 89.5 50 72.3 685 75.6 577 63.3 605 7D.5 W6 562 W5 04.5 560 60.6 685 60.1 653 422 SM 643 6(3 36.2 685 51.4 537 31.6 685 5D.7 336 Q •-• •-
F- ry
001n 65.9 $13 68.0 457 54.9 615 67.5 44S 47.1 515 50.1 441 412 515 44.7 434 3SA 515 40.8 42B 33.0 615 37.4 422 Z75 515 33.1 413 23.3 515 30S 407 20.6 815 28.1 404 r�r Q X Z N
961n 64.3 453 S43 a04 453 453 47.1 397 366 453 41.0 391 33.0 453 36.4 385 302 453 33.0 379 272 453 30.4 374 22.6 453 266 3W 19.4 453 24.3 300 17.0 453 27.9 356 a U 610 Q
8
1081n 38.1 358 39.0 323 313 359 32.0 US 27.2 355 28.4 313 23.8 358 252 3W 212 358 -7 3" 19.1 356 20.8 300 15.9 358 18.0 293 y c
47
III In 30.1 338 as 3W 29.3 338 30.1 301 25,1 338 ;Ml 297 22,0 338 232 203 185 338 20.9 269 iT.6 338 19.1 265 c�v x Y Y
120h 27.8 290 263 264 232 200 23.8 260 10.0 290 20.0 256 17A 200 182 253 1&4 290 18.4 249 U LO
1441n 18.1 201 183 186 a
D_2r Q Z�O
TABLE BB AnehorCo ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 P m
paclty Table @c1 0
su0st21a WK0-fde s6lc Cale. Hwbw cmu F18ed CMU PTWmd metal (OPm)X(ANCHOR CAP.,® ANCHORCAP.- o' a�rc•�
596•flco v4•ss IY06N6•E0.o 1/C as E3co 010 sted 012sted #us1ed MULLION PRODUCT REVISED
Anchar Type 3n6•Ek.Ul-al va•Etco Ultmew 3N6.98cVI.Mma1 VC Ek0Uh3con (� r-) scre4(C57 USE THIS FORMULA TO OBTAIN THE"ANCHOR as comp in with the Florida
AnehorClip Pattema U.- AgWlCaor Uimcm A�2Ga5r screw screx y g
Edge Distance Bn) 1" 2-vr i" &vr 3-118• 1• 2•vr r 2-VT r 3.11T r 0.49• 0.50 o32C CAPACITY REQUIRED"CORRESPONDING TO AN Building Coda
Embetnett n 1s/4• 1sr 1sl4• t•ar r 1.114• t-vr 1-v4• 1-vr t-v4' 1-vr r '-n. lsra lams ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
2Anc t75-N75-NUMO.C/Stella or0g.IC9P(Rgty Sol 3mlm av m6 8601 1 M. 27nms 280= 354 es 74o16s 374 ws 66a ib9 046 as s11 m9 4428s so m; OPENING,WHEN IT IS LOWER THAN THE MUWON E3rpiration Date 05/26/2021
4Amha9 Q 1.15•Mm O.0/Stm4Ud(a 01M)Clp 2I 480IW 7W m1 WA WA NIA N/A 380 4a N/A WA NIA WA tUA 682I08 B85 ms 1120 M. CAPACITY(FROM THE TABLE)OF THE SELECTED
aAM"B r Min.oc./677245Arg1e C9ps/(R93x 7W Ib5 780 Oa 6B0. ism lm 1e96m3 640Ibs 5609s NIA 7m lm 748 bs 8m ea 16Qm3 632m8 8m me 1tmIm MULLION.IT WILLYIELD A MINIMUM ANCHOR By
4Ancho5®0.45•Min.O.C.I ULBp,Inta.l2GAlum(FI9 47 NIA WA WA WA NIA N!A WA N/A WA NIA WA WA N/A WA 7430 8a CAPACITY WHICH MAYBE USED TO QUALIFY Miami-Dad roduct Control
tArcmriFGlp(Fig 4 195 b5 195 W8 22$ma 4451tn. amm 1850s 1d0m1 177I0s 370IM 1878n 392ID9 d79 Bs 170161 22I tlE 2B0 nos ADDITIONAL ANCHOR OPTIONS FROM THE
2Amhan�tfa MIA 0270 II 06P SIOt03 2506s NIA WA tvA N!A tm 106 NIA WA NIA WA N/A S3F 010 d42100 6m @4 ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
(
FIGURE 1: FIGURE 2: TABLE NOTES: F--1250--1
• ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. `711(1111II////
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE ���aO•..•••..,• ��i
FIGURE 3: •LICENS' �(
TINGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE � P: •.('n�
® BCUP E USED T SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS *;' No.58705
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 265° *.
IN PAIRS.
I L 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
FIGURE 4: FIGURE 5: FIGURE 6:
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 4E0.WOOD SHALL ��Q•'. A 441
TE
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE �'n•' � �C/
6063-TS AND BEA MINIMUM OF.125"THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND ���s•"•'40RIDP•••'•xC���
• . .045•THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL 1.25"(1/4 e F MULLION)
ULLION LION �'��`,S'ONAL St"
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL /7111 1 1 1 1 0 11, .
#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S,S OR 410 S.S. A LYNN MILLER,P.E.
FL P.E.#68705
TABLE 9A ® m
Munlon Capacity Tablo(Ib11W
Opening Width(tormUcaly-spennkp naoria)orOponing Height nufars)be N so in rO In 00In an In Ica In Ia01n f40In 16014 y�aI O
Rectangular Ttep't3png. Reomaig Nr Trap/Tda,9. Radaigular Tmprrdmq. Recangular Taifild , Rod.,Lbr Tm d g Raolangular R2"ang, Redan0tdu Tm ui
101' ea an. .dLng0. Raolading T Leading
7LaWgder 5
X.101
.100 �� Coedtg Loafing L,adutg Loading Leading Loading lo^INg Loading Loafing Loe�,O Loading Leading LoadN9 Loading Loading Loading Leading
�� o�
Alum.Tuba Till
gg ^ E.^MuOWn qp p7gg�- tyy§§T�' yBpp a qp�p� �' � py� ggpp ®� rig py�y� � � qqyy` gg 9 yyy�' pppp� LV i1 d111111111 3 d Z d i 3 S @ 3 f d 'a d 3 i Z in C" LU
421n 170.0 020 170.0 435 170.0 744 170.0 478 170.0 850 170.0 60B 170.0 992 17D0 51B I?" 1110 170.0 521 163.3 1118 170.0 621 127.7 1118 170.0 921 1009 1118 170.0 521 BSB 1118 170.0 621 W _
481n 170.0 703 170.0 524 170.0 650 170.0 5B/ 1678 976 170.0 630 146.7 970 17D.0 661 1314 WB 170.0 elT 117.3 978 170.0 880 9T.e 978 170.0 8B0 83.8 BIB 170.0 B80 733 978 170.0 680 a� J
CO
50.828N 170.0 747 170.0 583 170.0 898 170.0 B:if 160.7 927 170.0 694 13L9 927 iB85 709 7172 9D t59.1 89B 105.E BZT 166.3 696 BT41 92T 1643 693 73,q 927 168.3 695 Bfie 827 15fi3 006 1n � �� _
641n 170.0 707 170.0 612 164.5 BBB 170.0 BB1 132.E 639 163.9 683 115.9 B69 141.8 869 103.0 BOB 134.0 660 827 869 111.1 664 77.3 868 129.8 652 W2 US 128.0 052 5T.9 869 129.8 662 WI--
601n n.2 74S 153.9 834 119.4 740 la" 1121 102.3 748 111,8 901 11.1 748 1(17,8 BOB 11A 141 101A 692 71.8 746 ..a 687 69.7 748 913 683 51.2 746 93,3 583 49.8 746 93.3 623 a m O Cl)
03In 123.7 677 UZI) 579 tall 877 1132 BOB 68.4 877 100.4 635 77.3 677 SIA 546 ee.l 077 85.2 539 81.9 877 81.0 634 51.0 677 77.0 526 44.2. 677 70.7 629 a8.7 677 76.7 620 V (D
Go in 107,8 817 114.1 830 ear 017 BT.0 5/a 76.0 B/1 8a3 600 67.3 air 78.3 SM 39.8 817 718 494 618 af7 88.7 dB2 44.8 6f7 61A 403 38.4 017 63.7 482 310 817 $3.7 482 L11
C 72In 87.8 SIB 87.1 450 601 31B 74.2 440 592 SIB 66,2 432 41.5 516 58.9 425 46.1 018 642 419 41.4 618 60.7 414 34.6 518 4a6 408 29.6 BIB 45.0 405 25.8 510 gfi0 4a6
76N lad 465 73T 4a6 5a7 686 B28 398 60.3 465 .54.9 300 10.1 /85 49A 361 392 465 48.9 378 35.2 g0.4 422 374 20.4 465 33.3 MIT 20.2 465 38.5 384 22.0 465 382 383 gS J O
r7l 562 441 fia0 387 647 441 57.7 379 40.8 4/1 50.6 372 40.8 141 46A 38B382 441 41.6 360 32B 441 lair 368 272 41f 34.9 349 23.3 441 33.1 &B 2Q4 441 32.7 346 o z
42A 332 0.11 285 3a4 332 37.0 289 S13 332 323 284 26.5 332 20.5 2B0 23.8 992 20.1 278 212 332 24.1 272 17.1 392 21.3 288 ia.2 332 10.6 262 13.3 332 18.7 260 09 ¢ O35.02B13S.928a1 291 30.9 25B 25.0 .2B1 2a4 262 21.9 291 23.5 24B 18,4 791 213 249 17.6 281 18.6 241 14.8 291 17.1 216 tz.5 291 15,8 23N24.6 230 25.1 20e 20.6 230 21.1 205 17.3 =0 1a3 201 16A 230 .182 198 z 2z72,8197 lag 218 IBA 104 f02 218 1a9 101 74.1 276 14.0 1.17,9 187 1d2 1T0 14.9 t6T 18.3 187
m
TABLE 9B 0 90 to
Anchor Capacity Table b9 ANCHOR CAPACITY ADJUSTMENT FORMULA: m+��
Sub9lmta: 2.7k Cenomle, 3.5%Con,, ".11-cmu Filed MW pT Wo44 Malal (DP®)X/ANCHOR CAP.,,,",,,,,,•\oANCHOR CAP.,,o O o�d�
AtchoaTypa: 2118'I7oo Uilmcan 1/4'Eleo ulbaaon 5H6•�03 311V Elea Lillmean V4"Elea Mlmoon GI-1114r
"a'E" 1!a•SS Etc gf0 C. .2 Bill B728tetl `MULLION CAP.,"„,,,,,, PRODUCT REVISED
Anchor Clip Patterns ur-on Inman AgAJeOaf,r 3emr(G5)sorew(G5) smaw(G5) Iv ng
Edge Olalenee Qn1: t' 2-vY r 241r 31m• 1' 2.112' 1" 2-173•t/6' r o.ae• g.y4• 0 USE THIS FORMULA TO OBTAIN THE"ANCHOR au,dl^g tlode th�e Florida
CAPACITY REQUIRED°CORRESPONDING TO AN
Emtadrnmt(in): ial4• 75r4' 1-Y4' tal4° Y 1-va^ 1.1r4° 1-t14• t•tl4" 1-114• z• 1a16' tare• wna, ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. '17-0630.01
2Aaham C 4,75•Min_O.C./Standard a 00ael alp(F4 1k 390 be 3901ba 4501be 890 ma 1644Ibs 270 m1 260 ma 354 fb, 7d0lba 374 m6 884 me 949[ba 341 roc b
ad Itm 5601ee OPENING,WHEN IT IS LOWER THAN THE MULLION Expimt]-n at 5/26/2021 4 Ancham h71.15'Min.O.C./&fondant(or Orteaq alp(F�21 480 Ba 700 Iba WA WA N/A WA 3601ee WA NIA NIA NIA WA 8821bs 88511m 1120 me CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Awt- 3-MIn.O.C.1(2)215 Angle Ct(p9/(Fb.3Y 7B0 ma 78D 1b1 68011 7560m1 We be 540 me See 1be WA Teo lba 7481ba am 2. Ism ma 882 m1 BOB Its lug ma MULLION.IT WILL YIELD A MINIMUM ANCHOR By -
3Amhors®0S1'MN.0.0.7U4Xip,N10.10P Alum,ff10.4): •NIA WA WA WA WA WA WA WA NIA NIA NIA WA NIA NIA 930 tba CAPACITY WHICH MAY BE USED TO.QUALIFY MIa1n4-D' product Control
3Amhar/F471pffb.bj iBS ma 195 tb3 225 ma 445 me 822101 IS be 14olba to 11m 37o Iba lair We 332 am 473 iba froma 221 me 2501ba ADDITIONAL ANCHOR OPTIONS FROM THE
2 Amhara®1.16•Mtn.O.C/Fdip(Flo.ej -2w 350 ma WA NIA WA WA IN[be Wq WA NIA WA I Wq 911 mn 4/210a 5601be ANCHOR CAPACITYTABLE
FIGURE 1: FIGURE 2: TABLE NOTES: 1 260°
• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 1 I
• ON LOADING-SEE SHEETS 2.4 FOR GENERAL.INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
FIGURES: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE � tj,0�...•YNNM�'',�
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3.260" 8,260° ` °C ''L,(CENS f i
ANGLE \ Q�r•
CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGG@STED,APPROXIMATE HOLE LOCATIONS.
IN USED 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND * NO.58705
IN PAIRS. GROAT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•8p.WOOD SHALL =•17:
FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE
6063-TS AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND
• • .045"THICK(18 GAUGE,STRUCTURAL STEELTO BEAT LEAST.125•THICK AND A35.ALL ,1pp• .100" '•. ORIDP..•'-\C���
• S • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 125"X 325°X.10D" 1.25°X 3.25"%,100' �isS/ •' ���
#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. FIELD-MULLED LI UNITS FACTOR MULLION
O UNITS 'r7r'0NaL 16
• A.LYW M11!I!ELR,P.E.
FL P.E.#58705
TABLE 10A 2
Mullion Capacity Table Qba/7tt) ® �
a
Opening W dth iforvedlcally spaWdng muliom)orOpening Height(fSrhadzordeByspenniru mullions) ed
50 In fia in 701n 1 so in I 90 in 1 1001n 1 1201n 1 140 in 160 to
Raoton9daf MW rWo Rectangular T.PlTrmng. R4nlengulaf Tmp7don9• RoalmitO., Troprrdang. Recnanguler Trep/fdeng. Radmit fdr Ttap7fien9• Recangular TfaPlfdon9. RoafaigW. TrspfTrbng. Reetangidar D predarq.
125 S. 6 Loading Loading Lowing L40mng Lnoding Lea40ip Loadn9 LnaBng Loe�g Landing Loading LOadIV Loading Loading Loading Loading Leading Loading aY U
Alum.Tube .;+ 'E.. �.. fi a A; & Eta �.. a �'.. � •£.. fir. ,� .<.. �,. •� �,. 41 r SO
�`
Mu Stan T.
ag. � a8 „ v@ � g � �` � ago a� s U€ a aged. F� � e€. $ E� m a
o� ei u' a ai o"a a ur , oe ei o'9 o r°a o u o 09 o r3 ea o o U
`� " s %� � s a� yy a gg g k ° 2g 6 _a 5 IS Hr� rii
� � P' �•e 5� %g- •`d u'u r9 5� � �� �� e �� � � o � $.g ® �. �.�
f2 8� sue, d`a' i� $� 8 �aS ��`'�. fG �. f �aY �a & � � �. �� z�2 �� 1.2 �� �� f e� z Via @ �� 2O
42 in 173.0 620 170.9 435 170.0 744 170.0 478 170.0 NO 170.0 506 170.0 992 90.0 519 170.0 life 170.0 621 170.0 We 170.0 621 170.0 1411 170.0 621 170.0 1776 170.0 US Stile ISM 170.0 521 yWj O =
4a in 170.0 no t70.9 s24 170.0 es0 170.0 584 170,0 592 170.0 63D 170.0 1133 170.0 661 170A 1215 170.0 G7T 110.0 U17 170.0 BIG 170.0 1700 170.0 EBB 169.7 1979 1702 680 148.5 1979 170.0 600 US
50.6251. 170.0 747 170.0 663 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 766 170.0 1793 170.0 766 152.E 1877 IN.0 766 133.6 1817 170.0 756 = Of B
64In 170.0 797 1T0.0 012 17o.0 956 170.0 III 17g.o 1116 f70.o 764 170.0 t276 170.0 B03 170.0 1434 170.0 B37 170.0 ISH 170.0 656 166.4 1769 170.0 661 134.1 176E t70.0 661 117.3 1769 170.0 881 LU O f!)
601n VU 886 17a.0 701 170.0 IDG3 170.0 797 170.0 INN 170.0 870 170.0 t417 USIA 59 161.1 1511 170.0 996 145.0 1511 17n.0 1033 120.8 1511 170.0 IM 103.6 1S11 t70.0 1D63 90.6 1511 170.0 1063 .a.1 F (>) to CIS �
{ 53In 170.0 930 170.0 745 170.0 1118 170.0 860 170A 1302 170.0 Sale 159.E 73M 170.0 1016 1392 SITU INS 1076 126.3 1370 164.0 iD32 1UA 1370 155.9 5972 B9.6 1370 1$53 1070 78.3 1370 166.3 1070 a � d Za
�y 961n 170.0 974 J46J40
9 170.0 ISO 17DA 903 165.E IM 17010 1002 1352 1248 168.8 1013 121.1 1248 147.1 1000 NSA 1240 13H 089 90.8 1246 INN 978 T7.8 t248 129.0 976 60.1 1240 14.0 976 � � (0 6 �• _
6 Z J� U
J 721n 16C8 10d9 139.9 1049 150.2 B92 ISM 1049 132.1 976 104.9 1049 119.1 060 93.2 7049 1067 81B 019 10l9 102.T 89e 69.9 1049 41.3 87b 699 1049 91.2 620 624 7009 91.1 B20 rA J
0 761. 142,7 841 1t89 9d1 1%9 905 101.9 Salt 1112 791 89.2 Sall 100.0 7R- 7s.3 Sall 91.7 766 71.4 941 85.6 767 69.6 941 T7.6 744 5/.0 941 74.0 737 44.6 941 73.3 736 K = U
,.JI b �Z
78 in /32.0 894 110.0 094 159.9 767 94.3 094 102A 753 82.6 894 91.9 740 733 894 84.7 730 66.0 894 78.3 721 65.0 om 70.7 T07 47.1 B% 87.0 mi 41,3 891 66.1 698 •Q tea. ti
got. 95.9. 671 71.6 671 74.9 685 GSA 671 85.3 575 63.7 671 682 566 47-7 671 629 658 43.0 671 48.8 551 35.0 671 43.1 639 30.7 971 39.7 537 26.9 671 3f.9 626 Z Z Q W p7
96In 70.8 690 59.0 690 61A 515 50.6 650 514 603 442 680 47.6 602 *3T
491 35.4 69D 39.5 498 29.6 690 34.7 477 2S3 69D 31.6 469 22.1 690 29.8 464 �,
108In 49.7 466 1 41A 466 42.9 414 35.6 456 31J 408 31.1 d® 3L5 402 396 24.9 4G0 27.1 321 20.7 468 216 302 17.8 468 212 375 15.5 466 19.6 370 0. N N w �C3 F
1111n d5.8 441 0 382 441 393 397 32.7 441 34.1 367 28.6 441 30.2 302 376 R9 441 24.9 372 19.1 441 21.5 363 16.4 441 19.3 366 14.3 441 17.0 351 o W M
120In 38.3 378 789 34d 39.2 378 31.0 339 26.9 37B 26.8 334 22.7 378 23.7 323 325 18.1 378 19A 321 15.1 378 18.7 314 ® Of x
id41n 21.0 262 212 7A2 17-5 262 17. 2239 159 262 153 239 U N Q }j
z�0 0
TABLE JOB Anchor Capacity Table(Iba) ANCHOR CAPACITY ADJUSTMENT FORMULA: (g of
O .b
an
Sutslr4la 278 Drente 38t Cont. Mellow WU Filed r4nu Prwdm Maa (OP-)X(
Op )X/ ANCHOR CAP.-
5nel7w 1/4•SSecaataeleo v4•SSEIco di06tod m2sleel tn2sleel MULLIONCAP.,,o,,.a PRODUCT REVISED
Ancha7yPa 3't�aco ulracm t74•F2:aumacon US am 3'1e Oc0l3tr4can v4^FJco u11r4con afar Dentin A (G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR as coin 1yin wrath the Florida
Anchor Clip Pattema AggneG ggreaaa screw(OS)screw Scrcw lea) y gg
p Edon Cht0ae 11n t° 2-1I't' 1' 2-112' 347a' t" 2-112, 1• 2-1/7 2' 341W r 0.48' 0.54 0.324 CAPACITY REQUIRED"CORRESPONDING TO AN Building Codo 17-0630.01
EmDeanal n 13/4" 134• 13/4- I-W r 1-114- 1-114- 1-44° 1114- taro• 1-v4" r 1-aa" I-vir %alas ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No,
2Mctais@4.79'Min O.C./Stand da Offad CUp M 1J 390 Is 39D 9a 4501Da 690 m4 1644 R. 270 Ins 290Ioa 3U ins 7401M 374 IDS - S64 ma Salome 341 Ibs 442 roe 66D 86 OPENING,WHEN IT IS LOWER THAN THE MUWON FxplraUon Date $/2612021
4 Anchors@1.15•Min.o.C/Shodanl(a Met)Cap Big.4 480 ins 70D ins WA WA N/A NIA 3801ta WA WA WA NIA WA 682ms B85ft 1120 mf CAPACITY(FROM THE TABLE)OF THE SELECTED
0relom@ TMM.0,F1MN5Angfe Clips/OHS 31 MD MI 7ei)M 684)ID. 15M Its `IBMMm 540 ins 56D IDS WA 760 ins 748 gas 890 ins 18921lbs 6821bs 8115 as 11201Ds MULLION.R WILL YIELD A MINIMUM ANCHOR By
3Atelnn(00.54'MOt O.C.I u•Cep,11AD.100'Alum(Fig.4f NIA WA N/A WA WA t1IA WA NIA WA NIA WA WA NIA WA 950ms CAPACITY WHICH MAYBE USED TO QUALIFY Mlam a Product Control
+ArchOr/FCSS(Flg 5) IM ins 195to 225 ins 446 me 822 i" 135 ins 14007a 1771Ds 37010a 1871D5 S32 mB 4JI Ins 170ms 221 ins No. ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anthem 1.18'7dgL DC/F-U 0.67 29J ins 35D ins WA NIA N/A NIA !(q ins WA WA WA WA WA 341 ins 442 Sea 1 560 Me I ANCHOR CAPACITY TABLE
FIGURE 1: FIGURE2: TABLE NOTES: t2l 1.250"
O 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION j
. . ON LOADING.SEE SHEETS 2A FOR GENERAL INSTALLATION METHODS.
2)LINFAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. %j14111 7 74 7 7j
FIGURE 3: 3)MULLION AND MUWON CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE ; °C
ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3. 3.250' ` P\1: LLOENyF'•.
CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS, *, No.68705
BE USED
N PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ^
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL �!/%-•
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE4 .624' ' 3 Cj
FIGURE 4: FIGURES: FIGURE6: %U% � •.�
6063-T5 AND BE A MINIMUM OF,100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND T-•. a 4!/�
• • 045°THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.I25"THICK AND A36.ALL ��4Cs''•.CORI�P.•''�\���
• ANCHORS
#2 ANCHORS INTO WOODMAN BE STEEL,END A7 SI B-8 S.S. R THREADS BEYOND THE MATERIAL 1'25'X&2N FOR 4• 1.MULLION FOR 4° 1�?���`
• FIELD-MULLED UNITS FACTORY-MULLEDUNrts A,LYNN (WER,P.E.
FL P.E.#58705
TABLE 11A aN ss
.1gu01on Capacity Table phs71t7)
Opening wdlh(tuvedicabysperring mt96ons)crOpenhtg HcIa)t(farlcfizorh3*spanrurg millon9) - �C d SQ
60 in 601n 70 h go in I "in 1 1001. 120 in 140 b 160 h rJ S O
Reetatgdar Tmprrd. R.Wngulx -pfrdan9- Pocts pfv TnNrlimg. Paetwgulw Tmprrdang. Ranan9rdx T.4M ng. Rndargular Tnpfrdang. P6cI-Vkr Trapfrdarg. R.o-s ar T.PM.g, Redan9Jm TmprrrWg. $ w 125a Loading Loading L.aadtrg Loading Loadi.9 Lnadtag Lang LOndng Laediig Loading Loading Loading Lued'n9 Laedin
824 9 Luad'og Lnadin0 Laadtng Lmdln9
In2 U
Al .TubAFo s g z
Nu01on a �� g e€. 's' '� p e� € € 6 �� a o$ g n e� a :€ € 4 € �� a v a� a� U N
�€ ? a $ 3 �, s pE� �� ;5 sQ o (n �m rii
I€ dr2 1- .E -`a q@ ¢re $€ d`z 2 e`& sP. $rc 56 d`a �2 d`s �' ' �� �d 2 d`a: 3€p d`d Z - W
421. 1)0.0 620 1T0.0 436 170,0 lad 170D 47D 110.0 060 170.0 606 170.0 SM 170.0 515 170.0 1114 170.0 521 170.0 12d0 170.0 521 170.0 7MBB 170.0 521 170.0 1135 170.0 521 170.0 1987 170D 621 O =
J
481n 170.0 709 170.0 624 1740 650 170D 584 170.0 9g2 170.0 630 170.0 1133 iTDD 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1100 170.0 683 170.0 1983 170.0 980 170.0 2267 170.0 633
SaMSj, 170.0 747 170.0 663 170.0 895 170.0 631 170.0 IM 17a0 604 170.0 1185 170.0 723 170.0 1345 1M0 747 170.0 1494 1710 766 174g Inn t740 7W 1M0 2D92 1M0 766 170.0 2391 170.0 756 1 L$ F
541n 170-0 707 170A 02[170.0
958 170.0 691 170.0 ills 174a 764 I70.0 INN 170.0 603 170.0 1434 1M0 837 170.0 15% 170.0 856 170.0 1813 1740 861 170.0 2231 1710 gal 1612 2403 170.0 661 0 p U)
m co
601n 170.0 HBS 170A 701 1053 170.0 79T 170.0 1260 170.0 e78 170.0 1411 170.0 9d4 170.0 1594 1M0 896 1T0.0 1771 1T0.0 1033 170.0 2125 170.0 1063 t4B3 2163 170.0 1063 129.8 2183 1T0.0 1063 F=- U
631n 170,0 930 17D.0 745 ills 1M0 BW' 7T0.0 1702 1740 9d0 170.0 1488 170.0 1016 170.0 1673 1740 1076 1N.0 1859 170.0 1122 1549 20fi0 170.0 1169 t345 2060 170.0 1171 117.7 206D 170.0 1171 ¢ W Z
a IL
661n 170.0 97d 170.0 789 1169 1T0.0 903 170.0 1985 170.0 1002 170.0 1558 170D 1066 170.0 1753 170A 1165 170.0 194E 170.0 1210 143.0 1966 110.0 iTTS 1226 1966 1T0.6 1288 1072 7966 170.0 12E6 Z Z (J)
c
-j 721n ln.0 1055 1T0.o 878 1275 170.0 1D09 170.0 1488 17a0 1126 170.0 1740 170.0 1220 154.1 lyd4 17a0 1315 138.T 1734 159.8 1385 1156 1T34 165.9 1364 29.1 1734 150A 1362 65.7 1734 160.2 1362 16761n 170.0 1122 170.0 D3T 16d6 1740 tOBO 16e5 1556 170.0 1209 147A 1656 1652 1285 13L1 7556 i5t5 1266 1179 1556 141.3 _I 96.3 1656 129.] 1229 8d2 1556 1123 1219 M7 1656 1212 1216 Z
g
78 in 170.0 1151 170.0 967 170.0 1301 1T0.0 1116 155.9 1477 159.3 1245 136A 1477 162.0 1224 1212 1477 133.1 1208 105.1 1477 129.5 1191 90.9 1477 116.9 1169 773 1477 110.8 1158 6a2 1477 1093 1164 7 a r ti
90h 1470 1110 1463 966 118A 1110 123.5 968 101.E 1110 1079 951 089 1110 96,3 939 T8.9 1110 87.5 922 7t0 1110 00.7 910 92 1110 71.3 WM 60.7 1110 66D. 078 44A 1110 62-7 970 2 Z � Q N Of
t144
117.0 975 120.3 072 87.6 975 1015 H58 03.fi 975 883 e!2 732 976 78.6 829 66.0 B16 712 817 665 975 65A 607 48.0 9T5 fi7A 7® t19 975 523 776 36.9 976 42.3 T67 F- I¢- �( Z a0
822 771 6/.0 636 69,5T71 70J 606 68.7 771 61.3 614 51.4 771 64.3 666 45.7 771 49.0 69 41.1 TTi 44.9 617 343 771 309 632 29A 7n 35.0 621 25.7 771 32A 612 � �767 730 77.3 661 611 730 65.0 850 64.1731 5fi3 6f1 17.1 730 49.9 131 l2.1 730 45.0 622 37.9 T33 41.1 614 31,5 730 355 DW 27.0 730 319 589 237 730 29.5 651 o17
69.9 62S 61.0 589 /9.9 624 512 56D -02.8 624 443 6fi2 975 624 39,2 341 33.3 624 35,3- 637 3D.0 fiTA 32.2 631 25.0 624 27.7 619 21A 624 24.6 509 fa7 VA 223 501 Q co co
34T 433 95.1 400 29.9 !73 29A 395 24.8 433 25A 990 21.1 433 22A 306 193 433 2a0 351 17.3 433 7H2 376 U N ¢ O O
iL e Z in W
TABLE 11B �0
MchorCapachy Table(Ibe) ANCHOR CAPACITY ADJUSTMENT FORMULA: s�
sumtmle 27k Gncree 15k C4nc. WOW CMU FRLd CMU arWWd Meal (pp )X(AN CHORCAP,r,,,,,,e, _ANCHOR CAP.-
5NC E14o yr ss oeo sle Etc. va^ss eco 6109tee0 m2Stee 012 Steel `MULLION CAP.,,,,,,,," PRODUCT REVISED
AmW Type 3'16'Elcoun=011 114'EXO UOraton 9'7E Elc0 tlt-m t/d"64oU0moon
AnehorCilp Patt0M3 Uttmcnn AggeGaor UI0ar4n AggnX9atr screw(65)s4nsr(L15) screw(O5) USE THIS FORMULA TO OBTAIN THE°ANCHOR as eampiying with the Florida
Edge Dslaree Dn) 1- 2-1/7 1"- 2-lir 34f8' 1' 2.1fr 1' 2-11r r. 3.1f0- r 0.48' 0.64" 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Building CCodda
FM@eonadDD law• 1a'4' 1af4• 13'a• 2° 1-114" 1-v4' 1-1I4• 1-v4" 1-114• 141C r 1-&B• tale' rates ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
2 Ar�c0o @4.7 Mr,QC.f Staoaoa 0%dClp(Fig.U 39010s 590108 4W lb. HDO On 18340r5 TIO Of9 280Ite 354Ios 7401W 3741M 66S ga 946l16 34110s 442101 560M OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Data 05/26/2021
4 A.b-@ 1,15'MiR O.G I StzMam(a O15e1)Cllp(Rg.n 450 M 700 ms WA WA NfA N/A 3e0lb, I
Nut WA WA WA WA 6R2 ID6 B85 Ha1120 N CAPACITY(FROM THE TABLE)OF THE SELECTED
4Archon®3°MIn.O.C.I(2)2t5AfgleCDP6 J ft 3j M 15s 7DDW E80 loa 15M Its 1MG I09 540 M5 5609 NIA 76011. 7480u e01W 10021ba 92ms Gas go 11201m MULLION.IT WILL YIELD A MINIMUM ANCHOR By
4AnrMa®OS4°Ibh.O.C.f U-Cllp,hn0.100'Num.(Fg d) WA WA WA NIA NfA NIA WA WA WA NIA WA WA N/A WA 129 Im CAPACITY WHICH MAY BE USED TO QUALIFY Min.-D Product Control
l An6ror/FL6p(C1g.6I iasms Imm 225IM 1d51t0 B221D9 1350>s tag 108 t771os 970Iig 1B7 ms 322 ih, 413Po7 170®s 221 bs 2601m ADORIDNAL ANCHOR OPIIUNS FROM THE
2Mcras�]1.75IAR O.CJF & 2m ats 3W m6 N07 WA NfA WA 100106 ILIA WA NIA WA WA 1 311 lbs 1 442 WS 1 5601ta 1 ANCHOR CAPACITY-TABLE.
FIGURE 1: FIGURE 2: TABLE NOTES:
• • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING.SEE SHEETS 2A FOR GENERAL INSTALLATION METHODS. -
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR CPENING WIDTHS IS ALLOWABLE �tt`t Ny LYNfyJ)JJ.
FIGURE3: �` aQ•,...•••.• 2l ',�i
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE 3,94' a't`,= LICENSE'•�/'
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
O BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.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
FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE �t-
� W
6063-TS AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33AND 624' D, - ATE (�
• ,045-THICK(16 GAUGE.STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL -i %�s •'F��Rip.P•' �j�=�
ANCHORS INTO METAL SHALL E)(TEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL �'JJ;S7ONAL Eatt�`
• #10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR410 S.S. "S'X 3.04'X.624' A.QVINN r4"ILIk,P.E.
MULLION FL P-E.#58705
TABLE 12A
Mullion capacity Table bse • n it
Opening Width Or verbcPly-spllnNrg mdliwle)or Opetdng'Helght(for hodIDrrtPDy�spaMlg mWDore)1i01n so In To in so In go in 1001n 1201n I in 1601n ire g
Recvurgder llep'IVimg. fteetallgdu TrepRdang. Rectangular 7Fdp/i'dmrg. Rcctang�46r Tmpliaan8. Rents WW l aprIll ng. RealeMular TOOT&ng. Re4 2ular Tr La dwg. Rectengila Tr-01nUmg. Rectangllx Trep70tang T7La.^.. o
2x4x25 L.&V l�dM LwdM Lwdng Lo dfn9 L-&v IaadM laadrg laadhlg uackw Lwd09 taadhg (aaalg IaadM Lwd g Lwdng Lceft Loaft kR'��STST..
Alum.Tube A- r a £ r �• fir • r r a T,61-11
MuNon s i @gs>� a+ s r e � tr g � � s� w
42In 1m.0 620 170.0 43s 17oA 744 1m.0 {TB II0.0 E6a 170.0 506 170.0 032 170.0 619 170.0 Ilia 170.0 521 170.0 1240 f70.D 521 tm.0 148a 17a0 621 1m.0 1739 tm.o 521 RO.a 19W tm.o 521 K p W
W J co
48 In Im.O 70a IT0.0 524 Im,P 850 im,0 884 170.0 892 170.0 630 170.0 1123 1m,0 66f 170.0 1275 170.0 677 im.0 1417 im.0 SW '110.0 17M 1740 680 170.0 I983 170.0 860 170.0 226J 1mA 680 J
50.625 In Cn
,0 70.0 563 1m.0 898 170.0 631 1J0.0 1018 1m,0 684 170.0 11% Im.O 77J 171L0 I3d6 170.0' 747 1m.0 id84 170.0 758 170.0 17a3 170.0 7'_6 170.0 2092 1m.0 756 170.0 2391 170.0 768 LU O G =
661n im.0 797 170.0 612 170.0 855 7m.0 6B1 170.0 Ilia 170.0 764 170.0 1275 170.0 BM 110.0 1434 170.0 837 17OA 1594 17a0 aw 170.0 1913 170.0 831 ]m.0 2231 170.0 661 170.0 2550 1m.0 891 {-
601n 110.0 a85 170.0 m1 im,0 1D63 170.0f1219lZ7.8
0 1240 170.0 878 1m,0 IM7 Im.O 944 170.0 1594 170.0 996 170,0 1771 170.0 1633 170.0 2125 170.0 iN3 170.0 2479 170.0 1003 160.8 2680 1T La 1063 -�-{{ m
qln 170.0 930 1140 745 170.0 111E 170.00 CD
13a2 170A me 170.0 1488 170.0 1015 170.0 1673 170.0 10m 170.0 1859 1740 1122 170.0 2231 170.0 1169 168.7 2553 170.0 1171 f/S.9 25M 170.a 1171 ,a F
O6N 170,0 974 170.0 789 170.0 Ile9 170.a0 1364 170.0 1002 170.0 1556 W0.0 1W6 1Me 1753 170.0 1155 1m.0 1948 174D 1210 1m.0 2&M 170.D 12T6 151.0 2437 170.0 1266 /328 2437 170.0 iZBB
72In 170.0 1083 170.0 678 170.0 1275 170.00 1488 1T0,0 1126 tm.0 1700 170.0 122e 170.0 1913 170.0 1315 170,0 2125 1m.0 1387 149.E 21a4 1740 118H 124.a 21&1 170.0 7528 108.2 2184 770.0 1530 vJ z fA z (�
S LU mm 170.0 tfa 170.0 937 1m.0 1368 i71L0 0 1570 170.0 1209 im.0 1784 170.0 1322 1ga1 1960 170.0 1421 148.E 19W 1m,0 t5o5 727.8 1%D 181.E 1548 I_, 1LYA 134,D 13]5 929 1960 1527 1531 a W
S 7afn 170.0 fiat im.0 867 170.0 Val 17QO 1611 170.0 12W 170.0 1842 170.0 law 1627 1861 170.0 1474 737.4 1581 153.1 15M 114.5 feel 147.3 f473 982 1e61 139.E 1159 85,9 1857 1a7.e 1454 w � IL& O� n
BD In 170.0 1320 170.0 1144 149.1 Ina 1540 8 1398 136.0 11ae 111.8 1396 121.3 1179 99A 1390 110.2 1162 89.5 1398 101.6 1147 74.5 1394 89.e 1122 67,8 13D0 82.7 ]7Q
659 1199 78A 1058 J `-
Z Q R z N m
86H 117.9 1229 151.5 10% 122.9 1229 127.8 1%8 105.3 1229 1112 1061 92. 1228 9a,9 104 af.e 1229 e9.6 f029 m.7 1229 82A 1016 61.4 i22g 722 993 SL7 1229 6S9 46.1 1229 62.1 967
iWm t03,5 W1 105.E B77 8a3 971 89.0 eex T4.D B71 772 049 64.7 971 fi8.4 837 67.5 971 61.0 a25 51.8 971 56S B16 4a1 97f 49.0 7B6 37,0 W1 44.0 324 0T1 40.a 771 a y m' gtl0 o
N N n o 111 m 9a{ 819 W,7 872 78.5 919 81A 81B 68.1 819 70.8 806 59, 019 62B 781 W.0 819 �.7 7B4 47.7 8/9 51.8 T74 39.7 919 44.8 768 34.1 910 40.2 29.8 919 37.1 332WX
693 472 7860.{ 44,4 677 37.T 786 40.6 %8 31S 786 74.8 653 27.0 7aB 310 23.8 766 2aA pI co
43.7 Us 442 504 76.4 US 3-1.0 498 31.2 646 318 481 27,3 . 21.2 484 26.3 846 269 N9 218 548 228 474 192 54E 10.6 4" 16,6 54B 172 13.7 548 153 448 U N Q O L]
TABLE 12B 4[L e
AnchorCapa Fablellba) ANCHOR CAPACITY ADJUSTMENT FORMULA Zm0 xU)
6umtrat 27k mrctrxe 35x cone Hc8o1r CMO ANCHOR CAP.,,m,,.,,, O .S`-0 i�m,
FMWCMU PTwoa1 Matt (OP)X( ) ANCHOR CAP. U
S'16 Bco t/4"SS Mcc 5116'6co v4•S6 Bco xl0 slm m2steel 4n2 sled MULLION
Anchor 7)Pe: 9"16 flco lJmecal v4'Bco UOrdcw YI6'Bco I81re[m V4'Bco Urtrecon AAB'r�a0r UNacan A re0da Screw f>"i Scree (G5)
AneharCtlp Patlems umacon gg ( j (G51 Scree USE THIS FORMULA TO OBTAIN THE*ANCHOR PRODUCT REVISED
Ec"Distance 9nk 1• 2-Vr V 2.1/2 3-116 t• 2.V2 I- z-vr 2z 3-1/6 z 0.48" D5a• D,324° CAPACITY REQUIRED"CORRESPONDING TO AN as complyingg with the Florida
FAIOearlml ant 53/4' 1404' 19/4' 1.4'4^ r 7-T/d• i-0I4' 1.1/4° 1-V4' 1-114° 1416' r tape• t3�6 vmtes ACTUAL PRESSURE REQUIREMENT FOR THE BuildlnB Codo
2Ancron®475°Min.O.C.I%wdem oromet Cap ffig 164, 3m Brs 990Im 450 ms ego Its 1664105 ET 203 ms Ina 10 374W Gal 1m 9461m 3411bs 442fs Mau OPENING,WHEN IT IS LOWERTHAN THE MULLION NOA-No. 17-0630.01
4 Amhm@2.6W Min O.C./Standam(XabeOCFp(Fig 3y 7m ma 7m lm 6W In 1465Im 1424 ms wA SE ea NIA 69511. N/A am mS WA 692lba 88525 1120 Ds CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Bete 05/26/2021
6 A7ctam01.71•MIn 0,4 l stanwm(a met)CUp Og.4): Be mS 0� 758 m5 1846Im NIA %N/A
705ls WA 79gibs WA WA WA I0221D1 13271m I69D IDS MULLION.IT WILL YIELD A MINIMUM ANCHOR
4ArcI* 1.1.'MBLO.C.lf2))a5An3+801PSt(Fg4 780IM 6tmIW lawms am 6wms WA 70N6 748fba am9. 18929. 692Ur,. 865ma 1120Qa CAPACITYWHICHMAYBE USED T0QUALIFY ey
sgrcrols®YMm.o.c.r Q NSAr4VeCu.1IRa 1170ma 1170HS 1020 ma 2340 M3 26"bs emms WA 114NIs 1122m8 1320 Ins 2&3e Bs 10221ts 13279s law lm ADDITIONAL ANCHOR OPTIONS FROM THE Mlam fit Product Control
SAn:mrsaN 1.94'Min.O.C./UCVp,I»to.72SA►an(FIa 77 NIA WA WA WA WA WA WA WA NIA WA WA N/A WA 1073 ANCHOR CAPACITYTABLE.
6AItMr9Q0.64•MIn,O.C.IUCrq,Wo.t2YAkmL(F7g.BY N/A WA NIA WA NIA WA WA WA NA WA WA WA WA 21 Im
2 AMWc ®266 Ian O.C/FCUP 0 9.9E 3m ms 3m 19 315 IDS Mt. 7121ta 200 Ibs WA 34B Ihi NfA 141 Im WA 341 1b9 442Im 560 Im
3Ancr0/801.71•Min.O.C./F{21p(pg.tDk 443 m3 525 Qm 3mms 078 Rs NIA NIA 9531m WA 3991m NIA WA NM all 6641m 840ID9
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.
FIGURE 1: FIGURE2: FIGURE 3: FIGURE 4:
e • • • • • • • TABLE NOTES: 2000"
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 24 FOR
GENERAL INSTALLATION METHODS. \��` Oyv LYNN
• • • • • : �a LICENS 'k
FIGURE 6: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AN DIOR OPEN ING WIDTHS IS ALLOWABLE Q�•' P :��
• • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN '250° 4.000" `* N0.58705
THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE _
• • LOCATIONS. •,
FIGURE 7: FIGURES: FIGURE 9; FIGURE 10: O'•• ST TE O
ANGLE CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TOACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT t!/
�• • • (FIGURES 5&6) (CMU)SHALL CONFORM TO ASTM DSO.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. �i�C�s3''•Ft OR10P..' \=
MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.OW THICK(I8 2'X 4•X 25•MULLION G
'i�5'/ ••• 1J��`
IN PAIRS, GAUGE).STRUCTURAL STEEL TO BE AT LFAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 77 E�0
• •• • • THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOODMAYBE STEEL,18-8 S.S.OR 410 S.S. A.L41 N M10111t t,P.E.
FL RE.#58705
TABLE 13A A
Mullion Capacity Table Nt2 ®7: $
Opening Width(for%ertfca*spendng muflons)or Opening Height(for hodroft4-sparsing nl
50In SO 1n 701. 801. 90In 1001n 1201n 1401n 180in
Rectenllpler Tmp/7nam. I7.Wgdsr T1eprTdeng. Rect..U.I.r Tmpridelw- ReDlangilar ftPiTilaq Rectengida T.W70en0. Rsclangder U4011erlp. ReNa1g11ar Trapfidang. Reemrlyder TmWrdarg. necmn9,lar TmWrdang. -• °
2x6x.26 I.C.&O L..&M L_*d LDedng Ldlm L"Ang Leez Loaaadne Loedno L.Z L0adW LeAft LeAft Loafing LOadrlg Losdtng IesdeO L.Ang C E w
Ah m.Tube T181
a a .^ : �• naMU18on o m a ^ d m '9^ m a w ,,•• i,�_� � 8� Eg a =� $s � s� s 3 � a s &� $ � �� � � �_g � `g NA F s E s� 9 �ti 0� �m 21 _ �a �� �� �a f� �a �� � s� Jt M! a� a� ��e �� �e s� � �� o �a �c �� Z moo W
42 in 179.0 620 170.0 435 170.0 7" 17Q0 476 170.0 863 170.0 5D8 170.0 982 170.0 Sill 170.0 t118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 770.0 1705 170.0 521 170.0 7963 170,0 621 lu _
48 in 170.0 706 170.0 524 170.0 850 170.0 $84 170.0 992 170.D 630 170.0 1133 170.0 661 170.0 1275 170.0 077 170.0 107 170.0 S80 170.0 17CO 170.0 MO 170.0 1983 170.0 650 170.0 2257 170.0 680 K --/
50.625In 170.0 747 17aO 683 170.0 NO 170.0 631 170-0 1D46 170.0 634 170.0 1103 1700 723 17U 1345 17MD 747 170.0 1494 17Q0 756 170.0 1783 170.0 750 170.0'2C92 170.0 70 170.0 2391 17U 756 F g F
541n 1740 787 170.0 012 170.0 956 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 603 (1.0 1434 1740 ln7 170,D 1&94 170.0 050 17Q0 1913 170A 881 170.0 =I 170.0 801 17U 2M 170.0 861 C7 W p c
LLI
60In 1TO.0 885 170.0 701 1T0.0 1083 1-10.0 797 170.0 1240 110.0 870 170.0 1417 170.0 944 170.0 15S4 170.0 998 170.0 IT71 170.0 1033 170.0 2126 170.0 ISM 170.0 2479 170.0 1063 170.0 2833 170.0 1063 a Cl)
63 in 170.0 SW 170.D 745 170.D 1116 Into &W 170.0 1302 17U RO 17MO 1488 1T0.0 1016 17110 1673 170.0 1076 170.0 1559 170.0 1122 IRLO 2231 170.0 1169 170.0 2603 170.0 1171 170.0 2975 170.0 1171 g Z
L 68In 170.0 974 170.0 759 170.0 1169 170.0 SM 170.0 1364 170.0 tm2 170.0 ISM 170.0 1086 170.0 1763 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1298 170.0 MIT 170.0 1288 Z Z <6 m =
C 72 in In.0 1963 170.0 078 170.0 1775 170.0 1009 170.0 14M 17D.0 1126 170.0 170D 170.0 1228 170.0 1913 17U 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 2975 170.0 1529 170.0 34M 170.0 1530 O
J 76 in 170,0 1123 17Q0 937 170.0 1346 17Q0 low 170.0 1570 170.0 1208 170.0 1794 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2692 170.0 1829 7700 3140 170.0 1684 770.0 3589 170.0 1705 J a_❑ f3 !Z
761. 170.0 1151 170.0 907 170.0 1381 17D.0 1116 170.0 1611 170.0 1260 1700 1842 170.0 I= 170.0 2072 170.0 1474 170.0 2302 170.0 iW4 170.0 2703 170.0 1700 170.0 3223 170.0 1777 $70.0 36M 170.0 1786 o F¢- N
J
901n 170.0 1328 170.0 it" 170.0 1594 170.0 13M 170.0 1859 170.0 1428 170.0 2125 170.0 15M 170.0 2391 g70.0 250 170.0 1916 170.0 3188 170.0 2125 156.0 3413 170.0 2273 1385 3413 170.0 2361 F -Z Z N
98fi 170.0 1417 17MO 1232 770.0 1700 170.0 1434 17D.0 1983 170.0 1822 170.0 2207 170.0 17S4 170.0 2550 70.0 28M Vito 2=5 1S0.0 3129 170.0 2330 117.1 3198 16&8 24T0 120.0 31ge 15&1 7A28 a (n Ln� �p mco
108(n 170.0 U94 170.0 1409 170.0 1913 170.0 1547 170.0 2231 170.0 1871) 170.0 2550 170.0 2076 164.8 2781 ".3 2111 111.1 2333 1... 1 421eS
2781 125.9 W276116.0 2190 N m C111 In 170,0 1630 170.0 1454 170.0 1056 170.0 1700 170.0 2293 170.0 1032 170.0 2e21 170.0 210 151.8 2532 130.6 2832 148.4 2218 1138 2832 2032 115A 8.3 2096 xN120 In 170.0 1n1 17aC ISM 170.0 21Z 170.0 1859 tS4.4 2252 1SU 1901 135.1 2252 141.4 1964 120.1 2262 10&1 2252 11&1 1915 90.1 2252 2252 8&8 1.4 1600X Q
1446 104.3 1564 109.1 U25 08.q 1564 81S 1407 ]82 1564 00,7 1390 80.5 1664 82fi 1584 6S7 1358 621 1564 1584 492 4.4 1203 L9 d eN Z TN
ca
TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA: pp a a �m�z
An orCamcity Table Ibs ��� .��
Sebstmle: VIC Cancrela 3.5t Cana. Haim emu Fined CMU PT Weed Uela1 (DFI_)X( )-ANCHOR CAP.nn
stiff.El.. 114'SSEba 5116•Ell 1/q's9Eha BIG Steel nlzstatl 512Steel MULLIONCAP.,e.,,"., PRODUCT REVISED
Anchor Typo 3118'Eiet Nhacan 114'Eles Ultreeon 3r18'F1eo UltrscOn 1!4•El..NbOcon
Anchor COP Patterns Ulm.. Agg.GMtr Ulmen A991eGator Sve,e(G5)0-(G5) Set-CG5) USE THIS FORMULA TO OBTAIN THE'ANCHOR nseompl Ing with the Florida
Edpslxstenoe0n} 1• 2•t/7 1• 2.1W 3-1/8' 1' z-tn' 1• 2-1re r 3.11W 7 0.48•• 0.W 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Bulldinglade
Em6edmml(Inp tal4• 1a/4• ta14- tan• 7 1-114• 1.114' 1-114• 1-114- 1-1/4' 1-1/4•_ 7 1alS" tare• 4ados ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
2Awhom 04.7E W O.U.I StW=er03set Cllp(,Q.'64: 390IM 390 me 4531b4 890 ibis 16448E 270M 280Ibs 354lbs 740 Ibs 3741m 664lbs 9451b5 341 He 442 R. 5801b, OPENING,WHEN IT IS LOWERTHAN THE MULLION Expiration Date 05/26/2021
4 Anetnm 0 4.fi6'Mho O.C./Stsnderd(0r 015e0 UIp(F10.Sr. 780 lbs 780lbs 9001bs 1780 M 3232lbs 540 ms 660Its T08 rot 1490 0m 748Im 1272lbs 1892lb. 6822. Gas lfm 1120 U. CAPACITY(FROM THE TABLE)OF THE SELECTED
SAnaham@1.71"MI,O.aIStandem(arO0se0C0pFg,4p 11801bs 14DOlbs 1D101te 2595lbs WA WA 9401b NIA 1D6511ea WA WA - WA 13631be 1770It. 2240[be MULLION.IT WILL YIELD A MINIMUM ANCHOR
nt By
4 Anah W 3"Mtn C.0/(2)W Alg R
le C4c/(,y,.5): 760110 78D Ibs WO lba 1560[be 19H tha $40 Ibs Sea Its WA 7601he 748 Me em ms 1592 0• 6a2 Ols 885 ibis 1 US Its CAPACITY WHICH MAYBE USED TO QUALIFY Mlam ade duet Control
BAn0-03-Min O.C./(2)2s5Angb Clla1(Fig.6): 15501bs 15600:s 13601be 312n Ibs 370211,e 1090lee 1120Its WA 1620lbs 1496 me 1780lbs 3784lbs 1383 Ibe 1nD Its 22401W ADDITIONAL ANCHOR OPTIONS FROM THE
12 Atmhws@1S'Mtn.O.C.!(2)243 Atg1e Cops/ff19.7): 18601hs 21001os 14400a 37601ta WA 82A 137D IW WA 15001bs WA WA WA 20451be Z54 lb- 3380 @e ANCHOR CAPACITY TABLE
4 groh0m 01.94•Min.O.C./UC1Ip,hto.125'0.1un.(Fly 8): WA WA WA WA WA WA WA WA WA WA WA WA WA N1A 1430 I�
8 Anchors @ 0.8V Mtn.C,C,1 U41p,Inlo.125"ANm.(Fla.e} WA I WA WA I WA WA I WA WA WA WA WA WA WA WA N/A 2861 Os
2 Anoham 0 4.68'Min.O.cJ F-ClIp(R0.10yj 390lbs 1 390lbs 450 Ibis 1 890 to 1616 Ibs 1 270 Ibs 2M Its 354lbs 740 Ns 374lbs I 0381b5 848 bs 341 Its 442 Ws 560 0.
4 Anctas 0 V1'Min.O.CJ l(FIN,I 111 590lb. 700 Ibs 6051bs 1 1298Its I WA I WA 1 470 Ibis I WA 5331be WA IWA WA 682 01s 6851be 112D Ibis .250"
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. TABLE NOTE&
FIGURE 1: FIGURE 2 FIGURE 3: FIGURE 4: FIGURES: FIGURES:FIGURE 10: FIGURE 11: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON
• • • • • • • • • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \`1t kV LYNN
tt 171,
• 2}LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. : '�v�:`.-
• • • 6.000"
3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS ` •'.�
• • • • • • • 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON *: No.587Q5
FIGURE 5: FIGURE 6: FIGURE7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
HANGLE "D •(/(��C 1 -f LL'
H
CUP4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED(FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE-TREATED `DDE -un
5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5ANDBEAMINIMUM OF.125• ��(K` •FSORUSEDINMUST THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.04T THICK(18 GAUGE).STRUCTURAL STEEL TO PAIRS.
BE LEAST.125"THICKANDA36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW
PAIRS. THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. 2'X fi IC A.tFIL P .#5870 P.E.
MULLION FL P.E.#58705
TABLE 14A m � 5A2
Murton Capacily Table n 0 Y
Opening Width(for ver8ealy-spomirg mu11an3)or Opening Height((orhorizomaly-spoMrg mdoons)
601n s0 N 701n so In 90 in 100 N 1201n 140In 1601n p
7-7aguiar 7Fairrdag. Thrtaro�Anr 7mp7rn 4 Rectangular Tmp-.0 Reel w- T.0-g. ReclaM- Traµ/rdarp. Rectangular TrgYrnarp. RBClaMg W TrapTiar4i. RLcW ulv 7mp'Td n Reclm9War Tmpr-12. V
1.26"x2.11" Lp°diro LO-dB@ LOedkv Lwdng lWlro Lo ding Loading I..hg Lmdlrg laadro Lwim L-ft Laaem Laodlrg Load[no Leeang Loalirg Loading P
x.125"Alum
Tube Mull
421n 144.2 SM 167.0 428 120.2 5M 1459 419 Joao 628 1399 414 1 90.1 525 1346 411 Sal US 134.1 411 72.1 SM 1341 411. Sal ISM 134.1 411 81.3 W6 1S4,1 411 45.1 53 134.1 411 J '
48In SSfi 403 108.0 333 60.5 403 947 325 69.0 403 W.4 320 60.4 403 1 81.4 317 517 403 1 7al 316 4S3 403 7e.6 314 40.3 403 78.6 314 34.5 403 78.0 314 30.2 403 7a6 314 K J
50.625In 823 3@ 91.0 301 66,8 362 7a3 294 SSB 362 71.9 2a9 61.5 =. R..2 286 457 362 848 264 412 362 8a8 283 343 3M 63.6 2M 29.4 362 63.5 283 25.7 SM 60.5 283 W O :C
541n 67.8 318 74.1 267 SS8 318 64.2 251 4S5 318 67.7 2W 424 318 635 253 37.1 318 60.8 256 319 318 4S5 249 2d3 318 49.1 243 24.2 318 49.1 248 21.2 318 49.1 248
a m CD to
S 601n 49.5 258 6A1 218 412 268 45.7 214 35.3 258 40.7 210 3a9 269 37.2 207 27.5 258 34.9 204 247 258 33.4 203 2a6 268 312 201 17.7 2% 322 2m 156 25B 322 201 -I F m
r= ®N LU
427 ZH 45.6 200 35.6 234 39.1 195 30.5 2M 34.7 192 267 234 31.6 189 23.7 234 29.4 168 21.4 234 280 194 17.8 234 26.ti 183 76.3 234 26.5 169 13.4 234 28,5 183 a W Z
661n• W.2 213 39.4 183 31.0 2t3 33.T 179 26.6 213 19.8 176 23.2 213 77.0 173 2a8 2t3 25.1 170 180 213 23.7 169 156 213 222 187 73.3 Z73 7L0 t68 11.0 213 22.0 168 Z !n m =
Z JzU
72N 289 178 30.1 165 218 179 258 152 1aq 179 225 149 17.3 178 20.3 147 159 779 18.7 145 w J O
TBN 24,3 167 25.4 1.140 20.3 161 21.6 137 17.4 161 19.0 135 15.2 161 17.0 133 J &Z
781n 220 162 23.5 133 1&8 152 19.9 131 15.1 162 17.5 128 ¢ rr2
TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: z Q N
Anchor Capacity Table bs C9 F X Z m to
ANCHOR CAP.,,,,,,, a o�o
3re5 2.7KCmctete 3.5K Cac. HOiow CMU FlIIed CMU PTWooO Mst (D�)X{ )=ANCHOR CAP._ fl) �-
Slt6'Eko tr4•SS EIro 6n6•Elco t/4'SS Ell y10 S[e.1 2281m1 M2Steel MULLION CAP.„e,,,,,,, N'n
Atehe rypC 9r16'Eko Nimem UP FhDUOram 3116'Ekb U9meon 1r4'Eho Unman
Anchor Clip Petlema tmram Aggn00a1or dtraem A97W,for screw(G6)gems 1P51 screw(a5) USE THIS FORMULA TO OBTAIN THE"ANCHOR
r a X Y Y
Eax DkdrceBnt t 21 2 r zam 3 tre• r &12 r avr 2 3v6 2 0.48 D.ST 0.324 CAPACITY REQUIRED'CORRESPONDING TO AN ® F lA Cl)
Emae00mt y tea• 1ar4• 15'4 1Sfa• z t-v4• 1-v4' 1ar4^- 1-vt• 1-v4• 1-va• 2• t-316• tare^ vales ACTUAL PRESSURE REQUIREMENT FOR THE U N Q 3
4A.M.a 3•Un.O.C.r0zrSArole Cfpa rLFig.1) 7501r4 760 ms 1x01ta 15TDI0a t&61m s4o lm 660m5 WA 7®le3 743 ms WD-S 1Pffi8n ems BBS fix ta3a lls OPENING,WHEN IT IS LOWER THAN THE MULLION L2 Q Z O O
CAPACITY(FROM THE TABLE)OF THE SELECTED 11$ m p I
MULLION.IT WILL YIELD A MINIMUM ANCHOR +� gg
CAPACITY WHICH MAY BE USED TO QUALIFY 0P 8
ADDITIONAL ANCHOR OPTIONS FROM THE )
ANCHOR CAPACITY TABLE PRODUCT REVISED ;
as compI& with the Florida !
Building Code
NOA-No. 17.0630.01
Expiration Date 05/20/2021
1
By I
TABLE NOTES: By
Produc Control I
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE
3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21 23.
_ HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.11W
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. {
ANGLE CLIP MUST BE USED IN PAIRS. - .125 11111 r r 1 r r
4)SUB ArSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �� t(L
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED T ��,`���••••'••NrLJ�
YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.126• 1 `��; ytCENSF••,1��
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT 1.2E'X2.11•X.125"MULUON ••,13
LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) -*: No.58705
THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. •; •�•_
• =°o� ATE ��-:��`
ONAL
A.Ll ANMILL�R.P.E.
FL P.E.#60705
TABLE 15A •
Mullion CapaoltyTable,ObafltT In
Opening WkNh(fonerUc6Pysparrirxj mWom)orOpenrnp Hotpht(torhorfmltM6lspa-Y irg mt/flare) D'
501n 60In 'to in win So In 1001n 1201n 1401. 1601.
Reetenaller Tm meng- Feee.,ar Tra Meng, Redengdm lYar276arg. RelUngdar Tmprraar4 Reetergalar TiepRrtan9. Relt"gtiar Tr4M rm- Raetang94r Tfe{YTnatg. Rectemuar TlaclrllmiB-oadnB uedrg Rea+an901ar Tfwmeg. r:
326"30 haling L dnq LoadnB Loafing lnadn8 Lwdrl9 Load;n0 Lena
L.oading lnsdng lolling Loading Loadrg Loedn9 g•Loeft L Loading
EG.AL
DYMUL s m 9. �d ,• .� 3' 8 '�. _ LL
eaYMULL a � 3� d � a � 6G s m fi �
ci_ 6a 19 cl c7 �i tY � � �� N
s s21 crj
o LL
42M 170.0 620 ❑40 438 1704 744 170.0 47S 170.0 86B 170.0 616 170.0 922 170.0 519 170.0 1115 170.0 52t 170.0 124D 1740 521 1740 1488 1709 621 170.01 1735 170,0 621 149.1 1740 170.0 Rt W J z
46 in T70.0 709 170.0 524 t70.0 SM 170.0 S94 170.0 092 170.0 830 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 /417 170.0 680 1622 I= 170.01 No 130,5 1522 170.0 6® 114.2 ISM 17UO fie0
9
50.b261n 170.0 747 1 170.0 553 170.0 898 170.0 631 170.0 1048 1745 684 170.0 t+95 17001 723 170.0 1345 170.0 747 1642 1413 170.0 75B 1369 1413 1740 750 117.3 1443 170.0 7tS 1026 1443 170.0 736 2 p H-,
541n 170.0 787 1ro,0 8f2 1T0.0 B56 1ro.0 691 170.0 1116 170.0 764• tro.o 12TJ 170.0 em 100.4 1353 170.0 a37 144.3 1353 1709 855 1203 1363 170.0 561 1m.1 1383 170.0 861 902 I= 170.0 ael ¢ m
1 5 W
001n 170.0 883 1 170.0 701 170.0 1093 170.0 797 167.0 1218 170.a 078 140.1 1218 170.0 vA t29.9 Via 159.E ma 116.0 1218 +Q1 924 97.4 1218 146.1 913 83.5 1218 146.1 913 73.1 121a 146.1 013 F- co
Z
63In 170.0 930 170.0 745 170.0 1110 170.0 850 150.2 1160 168.0 m3 f31A 1160 163.0 914 116.8 1160 141.9 698 f05.1 1150 1342 SW 07A 1150 1247 671 75.1 1150 12B2 8ro fi4.7 11fi0 1262 WO '2 W
� O- m 2
T{0 6B'vn +70,0 174 1ro.0 lee 152.4 1048 1FE.8 881 130.6 1018 148.8 BBq 1U.3 1We 133.1 e50 1019 10/a 12A4 039 01.4 1049 118.E SM 752 ID48 109A 82+ 65.3 1C48 10e2 818 57.1 1048 108.2 016 Z cli (..1
= 721n 140.E 880 1479 764 1174 e80 128.0 74e 1009 e150 110.0 731 88.0 800 100.0 7.'¢ 762 880 e2.D 772 70.4 880 W2 703 5B.7 884 792 693 60,3 890- 745 688 44,0 8B0 76.4 WS Lu i to
y
76 o tfB.T 780 1251 76 64 24 Q tZ0 . . 7 0 .
� n
a
,`= 78 In 110.8 l50 115.5 657 1)23 750 96.1 eM 7e.1 750 85.8 632 �.2 760 77.1 62) 81.8 750 70,6 BI2 55.4 750 657 605 482 7W 69A 694 3B9 790 582 588 34.6 750 55.5 bee
.9001 77-1 E317
74A SIR 60.1 93 629 491 61.5 50 64.8 483 4SA 50 483 475 40.1 as, 44.4 468 36.1 5M 40.E 462 30.0' Sm 38.2 4a2 25.6 m3 33.3 445 22.s 53 31.0 442 W Z N W goyy�(r
96fn 59.4 61.1 443 49,5 495 51.5 435 42.4 496 44.8 427 37.1 495 WS 421 33,0 4lIS 38.1 415 28,7 444 332 409 24.8 4m 29.1 400 212 495 28.6 394 18.6 495 25.0 380 to
140In 41.7 42.6 353 34.a 391 S4B 348 �.6391 31.1 342 26.1 391 27,6 337 232 3Bf 24.9 333 "A 391 22.e 328 17.4 391 19.7 321 14.9 301 17.8 315 N1t1 N 21L4 39.2 335 320 370 33.0 330 27.5 370 28.6 325 �11NC25.3 320 21.4 370 226 316 19.2 370 20.0 312 16.0 970 18.1 305 D' LU1201n 30.4 30.9 289 25.3 317 26.0 2U 21.7 317 225 280 19,9 276 169 317 17.8 2T4 ~
1441n t1.e 22D 17.8 2m Qa 64+'J Z 0
m
TABLE I5B ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anehorce ci Table bs
50DStrdte: 2.7k(bnarete 3.Sk Cone, oOaw CMU DP ANCHOR CAP.,,,,,,,,,
Fieee CMU PTWood 4tadd ( )X� )=ANCHOR CAP. PRODUCT REVISED
Anchor 5/16,all 1/4'38 Em0 5118•Elea 114'SS ElooMG.82ft
M2 Steel 212 Steil MULLION CAP.,,m,,,,,
AnchorCli Patterns n'p0. 3118'Eke Ultrmon 1l4'Etoe UNacan Uu.. 3/16'FJoo Ulueaoo 114"Emo Ulu- as eomplyin9 With the Florida
p AGOmGamr U3recen Aroreoala Screw I�5) suety(GS) USE THIS FORMULATO OBTAIN THE°ANCHOR Dallding Codo
Edge Distance(Ink 1' 2-1W 1' 2-12" 3.1/8" 1' 2-1!!` 1• 2-10 7 3-lAr T OS4` 0.324- CAPACITY REQUIRED'CORRESPONDING TO AN NOA-N. 17-0630.01
Emt<mnenl(ink f34' 114- f�J4' 1-3J4' 7 1-f14' 14/4' f-114' /-114' 1.1/4• 1d11P 7 fare• lanes ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anaham lg 5`MIn.O.C/(2)?aSArph Cope!(Rg.tY. 350 ms 380 me q50 me 8901he 17001ba 270 ms 280 the 334 me 740Ihs 374Ihs 72B ms 948me 442[be 56olbs OPENING,WHEN IT IS LOWERTHAN THEMULLION Expiration Date OS12612021
4Arehom 3.5`Npn O.C.10 215 Angie Ceps/(Fig.24:. 780 ms 7801ha 780 me 1870 ms 2525 be 54D fOs Se01lm WA 1120IM 745Ihs eeo ma lesz ma 8851da 1120 ma CAPACITY(FROM THE TABLE)OF THE SELECTEDB6Anchore®2.71'MIn.O.C.IR)215Angeglps!(F9.3k i1201ha 11201hs 450I� 22481hs 2254me WA eaDroa WA O591hs N/A t320ds rUq 1327ma 166oma MULLION.IT WILL YIELDAMINIMUMANCHOR y
�- CAPACITY WHICH MAY BE USED TO QUALIFY 11112MI- 1 e Product Control
ADDITIONAL ANCHOR OPTIONS FROM THE
FIGURE 1:
ANCHOR CAPACITY TABLE.
TABLE NOTES:
El 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL ILENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
11111111I//1
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEESHEETS 21-23. •125' apN.•,••,.N
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30, ; �'t` ytCENS...4ye,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. •��%
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3,250' �.:' No.58705
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80.WOOD SHALL BE PRESSURE-TREATED
YELLOW SOUTHERN PINE WITH AN SG 0170.66.ALUMINUM SHALL BE 6063-TS AND SEA MINIMUAN OF.1251
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 30°BAY
LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND ATLEAST 3 SCREW THREADS BEYOND MULLION - O'n••' S k//
• THE MATERIAL.010 8#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.9.OR 410 S.S. F '•.F<ORIDP•.•'
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. �/AL
A./LYf�IJ11�1VLLER,P.E.
FL P.E.#58705
TABLE i6A ®�°:
Mullion Ca o Tabla bs8t' _ - - N s t
Opening Width(forverticab6 arrdrg mUriions)orOponing Height(fort ori2orta6p-spanning mU6ans)
50In So in 701n 801n BO In 100 in 120 in 1401n ISO in y V p
Reclengilm Trap/Tdarg. Rent-vdm Trapml-v RecfmtpdW T1eplDiatg3. Recrangdz Tre1JTdang. Ra�lad- MwTflana. Radarod6r Trep'Tdorg. Ractan9Wr4 Trapr9lam. Refit Tt g%.g. Redangdar TrVTdeng. SR
32fi"46 Loadln0 L-dag Leadn9 Loading Lwdat9 Loading Lcadna L-&g Leadt0.q Loadng Loadng uadng W-fiv Ldadiig 'Loa®ng L-bv Loadng L4adng
DEG.AL a _ a a a n a _ _ r a a a a _ a a a a r a a• LL
BAYMULL
3S2 D sgi 5- 5 's '� 6 g3 & �• € N ILi
�c fa rc d`ac �� s gc ffi W
4YM 170.0 M 170.0 435 170.0 744 1740 478 170.0 Bee 17e.0 SOB 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.a 521 170.0 1488 170.0 S27 +7a9 1735 170.0 621 180.3 1871 170.0 521 rWn j 'T-
48 m 170.0 708 770.0 624 170.0 flag 17MO W4 170.0 992 170.D 630 170.0 1133 170.0 661 170.0 1275 170.0 On 170.0 1417 170.0 See 163.7 1637 1709 E80 140.3 1637 170.0 680 122.0 1637 170.0 We � rn
5
50.6251n 170.6 747 1T0.0 W3 170.0 896 170.0 Ml 170.0 104E 170.0 684 170.0 1195 170.0 723 170.0 1345 17MO 747 170.0 1414 170.0 756 1Q.1 15a2 t70,0 7� 12B.1 1552 170.0 75fi 110.4 7652 1T0.0 766 p W O 6
541n 170.0 W 170.0 612. 170.0 956 170.0 Bel 170.0 1116 170.0 754 170.0 t275 170.0 $01 1T4o 1434 170.0 637 1552 1455 170.0 Ball 1213 1455 •170.0 881 110.8 1455 170.0 961 97.0 14% 170.0 861 C CO M W
6gM 170.0 605 170.0 701 170:D tOW 1T0.0 79T 1740 1240 f70.0 B78 157.1 1309 170A 844 139.7 1309 170.0 99s 125.7 1309 163.5 994 f04,8 130E 157.1 8B2 B9.B 1309 157.1 982 796 1309 167.1 get F U C7
631n 170.0 a30 1TO.0 745 170.0 1118 170.0 650 t6Z9 1247 170.0 9W 1425 1247 1645 953 126.7 1247 15Z6 085 114.0 1247 144,3 962 95.0 1247 130.2 930 6fA 1247 135.7 sm 71.3 1247 135.7 939 W QZ
Z of m z
66m 1709 974 170A 78e 170.0 1189 1705 903 1/e.4 1180 t03.1 B85 129,8 1790 147.9 945 115A 1190 136.5 928 103,8 1190 125.4 B16 88.E 1180 118.5 886 742 1180 116.1 e83 84.8 1180 118,1 093 Z yz eU
al J $ s
c721n 161.6 1010 16R6 OTT 134.7 1010 144.6 859 '115A 1010 1272 842 101.0 1010 114.7 lI?B 89.0 rota 105.6 017 Me' ID1D 08.9 BUT 672 1010 BOA 795 67.7 1010. 87.8 790 50.5 1010 87.7 789 � 73 ?� � 1Z
761n 137.4 906 $43.6 702 t145 906 122.0 775 D81 BOB 107.1 761 85.9 960 96.2. 749 743 See 88.2 738 e8.7 ON 693 729 57.3 Bab 74.7 716 49.1 BOB 71.2 710 429 See 70A. 708
7a in 127.1 a61 132.6 754 1059 Bel 1175 738 90.8 e81 98.B 725 79.4 881 $0.5 713 70.E Bel 81.0 703 63.6 861 75.4 694 510 SM aRl 681 45A 801 04.5 675 39.7 W 637 572 ? F-- Q Q
Be In BZT BqB 85.4 574 68.8 rA6 721 664 69.1 646 629 554 51,7 616 50.1 545 46.0 646 509 537 41,4 64e 470 530 3CS 646 415 518 2s5 846 381 511 25.9 646 38.5 507 F m Z N r
(7 m <p
98 in 682 568 70.1 505 56.6 50 SRI 499 40.7 505 51A 491 476 560 45.8 483 37.9 SW 41.4 470 34.1 50 30.1 470 28.4 Sea 73.4 450 24.3 666 30.5 452 21.3 558 28.7 447
49 48.9 405 39.9 8 47 399 312 449 357 393 29.9 449 31.7 3 6 1081n 479 0. B
Ill In r
44.1 425 46A 385 Wa 425 37.0 379 31.5 AM 3Z8 373 27.E 425 28.1 367 24.5 425 202 W2 22.1 425 24A 35a 18.4 425 20.7 350 15.6 425 1BA 343
120 h 34.9 384 3S5 331 ZB.l' 361 29.a 326 249 381 2S8 321 21.8 364 22B 317 10.4 364 20.5 313 17.5 364 167 309 U In
In Q O 0
14461 30.2 253 20.4 233 16,8 253 17.1 230 _ d $ Z mO I
TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA: cOi en�� f
Anchor Capacity Table the ANCHOR CAP.„„,n,,, - o q i
Subst.t& 7A Cmoret9 3.6k Cano. Houmcmu RBud CMU PTV%td McWI (DPe)X( -ANCHOR CAP, {
SItB•Eke tw•83Exes/ta•Eme va^asEico Btostaal 6+zsteel olzsted `MULLONCAP.,,"„r,,, PRODUCT REVISED t
Aneror Type 3I16'El4o Ultn¢on 1/4•Eko Ultreoon 3116•Eloe ft- IW Elco Unaeon as eomplyfng with the Florida
Anchor CUP PadelnB Intracm Agg.GMW Ultmm Ag9n:6etar Suaw(Os)smei9(65) suety(65) USE THIS FORMULA TO OBTAIN THE"ANCHOR BU"a",1ldhal Code
Edge oateme(nl 1^ 2-10 t• 2.1n• 3-11W t" 2-IW 1" 2.1n^ 2• 3-118• z 0.48• 0.64• g.3za• CAPACITY REQUIRED°CORRESPONDING TO AN NOA-No. 17-0630.01
- EnUftenr(In): 13I4• 1sr4• 1314• 1-I14' 7 14W 1-114• 1-ve t-Ile 1.1N• 1.114• 7 +a1s 1.3re• wades ACTUAL PRESSURE REQUIREMENT FOR THE
2Anchma s'Mia O.C.1(2)2t5Angle Cips1(FI9.1) 390M 390•s 45D Its e90 be 1700•a 2701bs 280IM 354m 7402. 374 Ns 7201ba SOB Ibs 34116a 442 ibs SW- OPENING,WHEN IT IS LOWERTHAN THE MULLION Expiration onto 0 126/2021
4 Arsh0M Q 35•Min O.G 1(2)2.5 Angle COPS I(Fig.2k TBO 61s T80 @s 7901bs 1570 Ms 2525 to 54D @s 560 ib WA 1120lbs 7481bs 883Ibs 1692Ins 682 Its eBS its 1120 Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED
6 And..@271•Min.O.C.1(2)IDt5 An&Cllm 11FB.3r t120Ibs 112010.v 958 Ina 22461ha 2254 Ls WA 6401bs- WA' 10591ba WA 1320 ms WA 1022 the 132716s teen lbr MULLION.IT WILL YIELD A MINIMUM ANCHOR BY
CAPACITY WHICH MAY BE USED TO QUALIFY fflmmi-Da roduct Control
- ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
FIGURE 1:
TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHObS,
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3)MULLION AND MULLION CLIPS SHOWN ARE NOT SCALE,FOR EXACT DIMENSIONS.SEE SHEETS ��,t NY LY
DRILLEDHOLES TO BE N E FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ,
1-23. .125" 45° `�\�•�'��'L10EN3F ��`/�%
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3250" NO,58705
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED _ 7f
• • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" -0
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 45•BAY � �fZ`
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MUWON %�,�.••. TATE F
• THE MATERIAL.910&912 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S.
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. '�i7Ss�Q(Vq�ECG``
FL P.E.#58705
ti1.DDD"-i F^1.250'--( gin
1.000" - 1.000" _ w
r1.266-1
a3il"!
5' gX
2.760°
2.750 .126" 3,125' .125" 3.186' �
.125' .125' '125'
2000, 20oD" 2.116' N U
26S
.126' Z =N
r.126' L37S LU
' J.'.650 " T .900° y O U)
I
1-X2"X.125"MULUON 11X2"X.37S'MUUJON 1' 650
X 2.75'X.376'MULLION 1'X2.75"X. 'MULUON TX 3.126'X.5"MULLION 1.25'X 3.18T X.26TMULLION 1.26"X2.11°X.125'MULUON
6063•TO ALUM. 6003-6 ALUM. 8063-TBALUM. 6.063.E ALUM, 6063-T6 ALUM. 6063-T6ALUM_. 6063-TSALUM. y
XSECTION XSECTION XSECTION XSECTION XSECTION X•SECTION XSECTION �-U' LU 00
}�{r--.125 {-•��.126° --1 1�-.125" � � co � Z
TABLE A z Z W i 2
STANDARD CUP e063-7fi ALUM. I 0633-T6A�CLIP Dimension Value On) For Mullion: C
2.000* XST&ALUECTION 2.125' U-CUP2.000° XSECTION A 1.825 --I Q. rcZ
8063-6ALUM. .125' B 2.654 1" lu inumXA2 a Fa- U
.125" X-SECTION Aluminum z ZZ Q a1 a1
C 0.895 Tube Muilfon Q O z N
•� D 0.740 Q g_AID
.125"�I I ZZ m S B
.140"F- A 1.125 11 X2'X.37S N W Y
ip
il
B 2.404 Aluminum 0 � to
3.126" CUTHERETO .375 C 0•635 Tube Mullion a) V Q
.375" F- _CREATE FLLIP,SEE MIN. 5.000'
MIN. I r CREDETAT F-CUP,f4 .376'MIN. D 0.490 EL Z�0)
FCENT.EROF
MIN. m0 s.O-� r--------------------- A 3.000 1°X275'X o �u-CLIP A -_------I B 3.000 .375 Aluminu o -'_ _____ _J8063-T6 ALUM. `- ---------�'-------- 2X5 ANGLE CLIP C 0.75TTOPVIEW 6o63-Te ALUM. Tbhe MuillonPRODUCT REVISED
TOPVIEW D 1.118 as eam 1yy11ngg with the Flerlda
STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE A 1.312 Buildig t.`ode1°X2.75"X NDA-No" 77-0630.01
6063-T6 ALUM. DASHED BOUNDARY.SEE SHEETS 5-18 FORTHE B 3 000 850•
CENTER OF ANCHOR HOLE MUST LIE TOPVIEW R ANCHOR O.C.DISTANCE.MAXMUM ANCHOR AluminumExpiration Date 05/26/2021
WITHINTHE DASHED BOUNDARY.SEE HOLE DIAMETER:ANCHOR DIAMETER+1116'. C 0.47E
SHE 5.17 FOR THE ANCHOR O.C. WTTHINTHEDASHED D 083E Tube Mullion ey
DISTANCE.MAXIMUM AN HOLE BOUNDARY.SEE Miami- Product Contro
DIAMETER:ANCHOR DIAMETER+1119", SHEETS SI7 FOR THE A 2000
ANCHOR O.c. TABLE B 1"X 3.125"X
DISTANCE MAXIMUM PGT Part B 2637 ,500"Alum
5.500" .3TS ANCHOR HOLE Mull Dimension(sheet4) C 0.863 Tube Mull
DIAMETER: . MulllOn Sfd,Clip OflsetClip U1liP Angle Clip D 1137
375' MIN. DIAMETER+IH61116"
MIN. 1"X 2"X.125-(5) SEWS 666113M 6661118M 666243M 666511 M A 2,62E
I,-X2"X.375"(6) 666006 666114M 6661119M 666244M 666512M B 3.262 125'X3.188'
r---- -------r-----------i X.285'Alum
1"X 2.75-X.375"(7) 66607 666115M 6661120M 666245M 666513M C 0.862 Tube Mull
1"X2.75-X.650"(8) 66608 MI16M W61121M 666248M 666514M D 1.762 ��ONYLYNy--- --- D I 8 1"X3.125"X.507" 9) 66637M 6661116M 6661114M 666242M 666515M 1,2B"X2.11° ��` .....
i
I i I I I A 1.813 .121'Alum ;`� '�`�••v10ENSF il�F i
1.26'X3.188"X.267(12) 66641M 6661117M 6661113M 666241M 666516M Tube Mull
I ------J 1.25'X2,1VXA25(18) 69370 1 WA I NIA I NIA 668517M y} No.58705
OFFSET CLIP NOTES:
.125 C 6063-T6ALUM. �0`•, �� '
I TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. - .p'•, <(/�
.740"11FS1•'.•RYORIDP,.•'G���
�1 2)SEE SHEETS 5-9.12&18 FOR SUGGESTED,APPROXIMATE HOLE-LOCATIONS&ANCHOR O.C.DISTANCE. �i�S� A���
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A, iR1'fj.E.
i ,�/j�/���L{,1
FL P.E.#58705
1.000° f- -{ 1.000 f- 1.osz°-1� a 1�
740"
,063° .385" re F
.062' I •}-j .125' --{I'-,125' - - R!
062" o
.438' jII� I I n -.
4.000" I •125'STANDAROCLIP 2.125" ox'y
4.000" 4.000' 2.625' 2.000" 6063-TU ALUM 2.000" 2X5 ANGLE CLIP 4'
X-SECTION U'CLIP 6063-TS ALUM. LO
.125° I I 8083-TBALUM. XSECTION .125' N
125' .125" X-SECTION �U
.125' 7-
.031" .125'J 0 LLI
CENTER OF ANCHOR HOLE MUST LIEWITHIN THE J
125 .155° DASHED BOUNDARY.SEE SHEETS I0-20 FOR THE ��
375" 375' ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR M M o
HOLE DIAMETER:ANCHOR DIAMETER+1116°. m W o [n
1'X4'XA26, 1"X4"X.375' _T 1'X4'X275" _T 5.500' Z M U)
MULLION MULLION T'-MULUON CUT HERE TO 6.000° 375° O m C0
6063-TB ALUM. 6083•T8 ALUM. 6083 TB ALUM. 375F' - 3.125"-�j-CREATE F-CLIP,SEE '375" ^�MIN. (D Z
X-SECTION XSECTION XSECTION MIN I DETAIL F,SHEET4 Z y a
1.684' TALU
=" 1.594° t251r r__-----, I r-------, .375° CENTER OF r----- --------� .375' �(a O
I I I I I ANCHOR HOLE I '. MIN. = p
I I I I I MUST LIE WITHIN I J D-I Z
I I I I THE DASHED 1 I Q J `-
I I I I I BOUNDARY.SEE i I I•- U Q 01
I I 1 I I F SHEETS 10.17 I I Z O N •r
FORTHE - F 7--------j F¢- Z.Z m io
ANCHOR O.C. I i ZoO
.1001, I I I I I F DISTANCE I
3.250' .100" 3 MAXIMUM I 1 LU O
ANCHOR HOLE I j `1 Y
I I I I 1 � J to (n 3.20D' L ___ J L_______J ANHOR L_____________________J � OO.100' DIAMETER+1/16', ll2 Z ch rn624° �_ 2X5ANGLECLIP g'4 �U s•O
4' rt STANDARD CLIP U-CLIP OPVEWM �°� �.020" 820' 6053-TB ALUM. 6063-T6 ALUM.
1.260° 1250 �.{ 820' F-- CENTER OF ANCHOR HOLE MUST LIE TOPVIEV! TOPVIEW
WITHIN THE DASHED BOUNDARY.SEE PRODUCT REVISED
12tiX325°X.100• 125'X 3.25'X.624° 1.25'X3.94'X.B24° SHEETS 10.17 FOR THE ANCHOR O.C. TA13LEC TABLE C,CONT. ascomplyylng with the Florida
MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Velus(IA)For Mullion: Dimension Value(In) For Mullion: Building Codo
6005-T5 ALUM. BOOS-T6 ALUM BOOS-TS ALUM. DIAMETER:ANCHOR DIAMETER+1/16'. F 3.687 1" C4"X F 1.938 1.25" NOA-No. 17-0630.01
X-SECTION XSECTION X-SECTION
G 1.000 .126° G 0.500 X.624' o Expiration DateOS#26/2021
H 2680 Aluminum H 1.438 Ahenlnum
��-- ''3.46S" 5.500 1 3A00 Tube Mullion 1 3.250 Tube Mullion
I� 2.661'� I /` .126' •376" --� .375' F 3.187 1"X4°X F 2.825 1.25•X3.84" w Mlam a e ro uct Control
1.377'� 126 .PIY-1.87T 1 MIN. G 0.757 .375" G 1.125 X.824° "
r_______� H 2430 Aluminum H 1.500 Aluminum
I I 1 1 I 3.000 Tube&°T' 1 3250 Tube M001on
1 I I I I F 2.250 125'X325' F 2.813 30'Be Mull
I i I I I G 0.760 X.100° F 2.876 45'Ba_Mull -�j ,
.125• 1 1 I i H 1.500 Alumimim 3 ,
.125' 45° 2.250" � � I � � I I 3.250 7ulre Mullion ti
30'
I I I I 1 TABLED w `i11111 I1ir7j
3.250"45-BAY MULLION 3.250' I I I POT Perttl ��� #V
30"BAY MULLION 6063-TBALUM. -______� I L- -----J Mull Dimension ♦ �0.••••••••.,/��
6003-T6 ALUM. I X-SECTION
(sheet q) Mullion SEA.cIIP Offset Clip U-Clip Angle CIIP : �•'•1.\CENSF'•,����'
X.SECTION I 1°X4'X.12b'(10) 69364 666111M 6661122M 685241M 666518M 2 Z •'•�
G OFFSET CLIP *.;• No.58705 '.'
(I I .125' 6063-T6 ALUM 1°X4'X,376'(11) 68610 688112M 6661123M 686242M fi68519M
228"J 1 ,981'-� •226'�1"•981'.4 .740• TOPVEW 1'X4'X.375-T(11) 66653 668112M 6681123M 668242M 888619M
NOTES: 1.25'X326'X.f00°(13) 2016020312 6661127M 6661124M 6682410M 6685115M
c�v O••
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 12tT X3.25•X.624"(14) 20181120316 6'66112BM 8881125M 8662411M e66S116M ST TE O
T•,,
1.25'%3.96'%.824'(15) 20162 6661117M M1128M 060241M 888517M ®' ls•'•F20RtDP.•'•G\2\� 1
2)SEE SHEETS 10,11,13-15,19&20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 340 DeOroe(20) E66649 NIA WA WA 666511 M } / `710NALIEN�`�,
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, a A.LYNN ILLER,P.E.
01 FL P.E.##58705
TABLE E g 14
14
Mull Dimension PGT Part# _ _ -
(sheet#) Mullion Std.Clip U-Clip Angle Clip I r •125' I �j f-.125' 129. B 0
2"X4"X.25"(18)' 66602 666261M 666271M 6665112M O
2"X6"X.25'(17) 66W 666262M 666272M 6665113M ' STANDARD CLIP F I U-CLIP 2X5 ANGLE CUP
8063-78 ALUM. 6OS3-T6 ALUM. 6063-T6 ALUM. Y
2.000' I X-SECTION 2.125' I XSECTION ZI I' XSECTION r`
NOTES: I N
1)HOLES 70 BE DRILLED IN THE FIELD FOLLOWING I •125' I 125" L 125" U
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. z m N w
s Z w
2)SEE SHEETS 16-17 FOR SUGGESTED,APPROXIMATE �1,gg0^_...� _
HOLE LOCATIONS. 1.490'--I
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500' - U
CUTHERETO 5.000° 375' 0 LU f0 O o
3.500" CREATE F-CLIP,
2.000• .375 SEE DETAIL F. .375' .375' ��MIN. F ZO 0
MIN. - r SHEET4 MW CO 2
------------------- m 222
-------
-- -- Z w eU
-------- ---� � I i j w � �z 8
d
f 6 1z
I I I - j ¢ J � �
4.000" U r
2 Q - 07
.250" z^xa^x.zs i 1438" i i ¢ Z 6�
MULLION Q on
0083-TB ALUM. j j a a o o
X-SECTION I I I I I .375" z m o
L_ ______ -__I___ ____-__J __ __ L_____________________J MIN. $ W -j Y `1
STANDARD ICLIP U-CLIP,SOBS-TB ALUM. 2X5 ANGLE CLIP Lj •Q Z O O
CENTER OF ANCHOR HOLE MUST LIE BOSS-T6 ALUM CENTFROHE F ANCHOR HOLE MUST LIE 6063•T6ALUM. D-= rn rn
SED FOR 2-X 4:MULLION.SHEET I6 a mQ;;•�
.250" WRHIN THE DASHED BOUNDARY-SEE TOPVIEW TOPVIEW SHEETS
16-17F FOR THEED
TOPVIEW a �
SHEETS 16-17 FORTHE ANCHOR O.C. SHEETS I6-17 FORTHE ANCHOR D.C.O.C: L)
DISTANCE MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST UE DISTANCE MAXIMUM ANCHOR HOLE o m �� •�
DIAMETER ANCHOR DIAMETER 1116'• Wrl-HiN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1116". PRODUCT REVISED
SHEETS 16-17 FORTHE ANCHOR O.C.
DISTANCE MAXIMUM ANCHOR HOLE es comp)ing with the Florida
5,500' 5.000• NOIA-No. 17-0630.01 CUT HERE TO DLAMETER ANCHOR DIAMETER+IH6".
2000' 3.50D" --i CREATE FCUP,
f^ -•'1 .375' rt I SEE DETAB.F, .375' `.375' plratlon Da 5/26/2021
MIN, r-SHE ET4 MIN. MW.
376• gY
------------
0. �
I I I I
I I I I I
I
I I I I
-'-- I 4.668• � +---_----I 1111 IIfl.250' 6.00 re I T- --r T 5.438' I I
5.a3e° I 5.438• .a�NY LY�rNM/,,�
f I LICENS
I I .I I j I � ��`' F ••.l
rMULLION j i i =�. No.58705. •��
6083•Te ALUM. 375" - *_
XSECTION -
I I ______-� I L_____________________J MIN. -V
STANDARD CLIP "LIP 2X5 ANGLE CUP
.250" e093-T6 ALUM.
USED FOR Z'X.6TMULLIONUSED FOR SI1�17 80TOPMEW M I�N
TOP�� A.LYE�itILL�R.P.E.
TOPVIEW
FL P.E.#58705
EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH 182-114'.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.0/-60.0 PSF.
NOANCHORS 2T HEAD - 1)INITIALLY ASSUMING THATA 1'WIDE MULLION IS SUITABLEXHE MULLION LENGTH IS 72°AND THE OPENING WIDTH IS 32•+32+1•=65•.REFERENCINGSHEET 25.THE COLUMN USING a ry 19
-- RECTANGULAR LOADING MUST BE USED.SCAN THE MULUON TABLES FOR A MULLION THAT IS AT LEASTTHE WINDOW FRAME DEPTH OF2-1/4'ANDWILL MEET OR EXCEED THE REQUIRED
DESIGN PRESSURE OF+60,01--60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SPE,USE THE NEXT LARGER SIZEAVAILABtE. >i a
SEE DETAILS
FROM TABLE 3A,SHEET 7,THE 1'APPLICATION.
X.375°MULLION(LENGTH=72",OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-58,3 PSF AND WOULD „
0
FENESTRATION DETAILS, NOT BE SUITABLE FOR THIS APPLICATION.
PRODUCTS SHEETS e=APPROVAL,,,, 2-3 C 1
FROM TABLE 4A,SHEET 8,THE 1"X 2.75'X.650•MULLION(LENGTH=72,OPENING WIDTH-70')HAS A DESIGN PRESSURE OF+1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE LL
7r OPENING AND MAY MUSED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS.
MUUJON
N
LENGTH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2XS a,y O
Lf- 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 N L j
sEE p W
NAILS• 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL =
SF�ETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE -1 U)
2a INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. , S
IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-80,0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, W o F- I
NOA------IN NINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: DO C, W
ar Imo.---3r F ca W
tNmTH (60 PSF)X(7 PSF)=524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 49)
Z yPy
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES ACONCRETE HEADER AND SILL 318
THE WINDOW FRAME DEPTH IS 2- '.THE OPENING REQUIRES A �
DESIGN PRESSURE OF+50.Oh55.0 PSF. 8
.pZ
FOR THE VERTICAL MULLION: I,ZZF Q � �
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, F Z m
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULUON TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 23/B".AND WILL g" EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01-55.0 PSF.IF THE TABLE DOES NOTSHOW THE EXACT SIZE,USE THENEXT LARGER SVEAVAILABLE. ul J o
Muu vao7H SEE DETAILS, FROM TABLE 3A,SHEET 7,THE 1"X 2.75"X.376"MULLION(LENGTH-106',OPENING WIDTH=80�MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+J-15.1 PEP
Y cY
II` SHEETS 2-3 AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 12A,SHEET 16,THE 2•X 4°X 250"MULLION(LENGTH=108",OPENING WIDTH=80�HASq DESIGN PRESSURE OF+/.54.7 PSF WHICH EXCEEDS THE REQUIREMENTS Q.W Z
FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS, p
3T SEE SEE
FENESTRATION DETALS, BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH 1536'+36•+2•=74',NOT 73°AS PREVIOUSLY 9
PROWGTS 2-4 sH ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN APPRovAL za THE 73'DIMENSION(35.12•+35-12'+2'=73'), PRODUCT REVISED
as complying with the Florida
1 ' 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED Building Code
VERTMALI , - L I CONCRETE HEADER AND SILL ARE 8•WIDE IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE B•,CARE MUST SE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. NOA-No. 17.0630.01
MULLION` -'�,SEE SEE USING THE STANDARD CLIP WITH(6)3/16"ULTRACON ANCHORS ATAN EDGE DISTANCE OF 2-12"GIVES AN ANCHOR CAPACITY OF 1050 LES WHICH IS GREATER,AND Expiration Date 05/26/2021
LENGTH
6 DETAILS DErAIL6 THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITYOF 971 LBS, o I OPENING SHEETS 2A SHEET3 FOR THE HORIZONTAL MULLIONS: gY
IGH
HFOR w Miaml-o de Product Contro
- FOR BECAUSE THE VERTICAL MULL WILL BE A2'X 4"X.250"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNA77VELY,ANOTHER w
HORIZ. MULLION TYPE COULD BE CHOSEN, W
MULLION
1)THE MULLION LENGTH IS 3W AND THE OPENING HEIGHT IS 32"+72"+2'=106".REFERENCING SHEET 25,THE COLUMN USING TRA.PEZOIDALITRIANGULAR LOADING MAY BE Cl
USED.FROM TABLE 12A,SHEET 18.THE 2"X4"X,250°MULUON(@ LENGTH=42-,OPENING HEIGHT-120')HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE j
SEE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THEANCHOR CAPACITY REQUIRED OF 521 LBS. fj
DETAILS, 2)USE TABLE 1213 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8" d
SHEETS 2-3WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE S•,CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CUPS WITH Z
(4)3/16'ULTRACON ANCHORS AT AN EDGE DISTANCE OF V GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED
ANCHOR CAPACITY OF 521 LBS.
38',HOAR, 38', LY
HDRIZ
IyN��
IL-
ULL LENGTM� MULL LENGTH 4)FOR THE U-CLIP IN THE'HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 128 FOR THE CI-CLIP SHOWS THE ANCHOR CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE
OPENING MOTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. ���..� ND.S87O$•
FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS:
+1.64.7 PSF FROM THE VERTICAL MULLION,
+/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU;
*/-170.0 PSF FROM THE 36•HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULUON(INTERSECTION} ® �O�'. 877Y"gTE .r
THE LOWEST DESIGN PRESSURE IS 41 4.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. a
i VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION } /l�, �
PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN a A.LYN�IIIIAILLt1i,P.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. U FL P.E.#58705
(
1
(
EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING:
�H
I
I
PW PIN = o
Pw i �z
" U
SHlOH SHlDH SH1DH SH/OH I PW PW O � } }-
uuL�(�(rru O wN 8 lLU
00 / / o LU o�
LOADING OF VERTICAL MULLION, LOADING OF VERTICAL MULLION f I / / j to
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I / LING F- O co
co
I a Z
I _ _ Z m 2
SGD rU
j LOADING OF VERTICAL MULLION w ?.co sz
PW 1
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I 4 PRODUCT REVISED
with the Florido
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION HOA-Ho. 17-0630.01
Code
SILL OF WINDOWS NOT ANCHORED• WITH INTERSECTING VERTICAL MULLION I NOA-No
1 PW PW HR Expiration Data 0 5/2 612 0 21
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LOADING OF HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADINGFHONZONTAL By MULLIeProduct control
I
-' P HINGED PW PW NOTES: '
DOOR
j 1)DRAWINGS ARE
RERESENTATIONS OF TYPICAL
PW CONFIGURATIONS.
Pw CONFIGURATIONS NOT SHOWN
MAYBE EXTRAPOLATED FROM
THOSE SHOWN. '
2)IF THE LOADING TYPE CANNOT ����1 NY LYNN�''%,
I BE DETERMINED,USE
PW RECTANGULAR LOADING. ���•' �•�ENSF ''�1��
PW PW
I / 3)SEE PRODUCTS APPROVAL FOR
No.58705
1 / ACTUAL ANCHOR LOCATIONS.
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LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I �j ��� A O
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTALMUWONS
iis�ONAL
LOADING OF VERTICAL LOADING OF HORIZONTAL A.'LlfNroIMIII52A,P.E.
MULLION MULLION FL P.E.#68705