HomeMy WebLinkAboutProduct Approval (3) -c
MIAMPDAQE MUM-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) , www.miamidadtgov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall•not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right
to,have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300JR, titled"Impact Resistant Aluminum Tube Mullions",
sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision' 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 NO.A#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
MAMMI +couHTY J Expiration Date:.May 26,2021
Approval Date: November 09,2017- -
Page 1
r
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NDA 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
I. Test reports on: 1)Air Infiltration Test,per FSC, TAS 202-94
2)Unifonn 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. FT1-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed
and sealed by Marlin D. Brinson,P.E.
(Submitted under NOA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC Stn
Edition (2014) and with FBC 01 Edition (2017), prepared by manufacturer, dated
08/29/17, signed and sealed by Anthony Lynn Miller,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL.CERTIFICATIONS
1. None.
Jorge M.Plasencia,P.E.
Pro uct Control Unit Supervisor
NOA No.17-0630.01
Expiration Date: May 26,2021
Approval Date: November 09,2017
E-1
r
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS ,
1. Statement letter of conformance to FBC-5'1 Edition (2014) and FBC-6'h 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
1
€
i
Jorge M.Plasencia,P.E.
P duct Control Unit Supervisor
NOA No.17-0630.01
Expiration Date: May 26,2021
Approval Date: November 09,2017
E-2 ;
s
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES:
NON-IMPACT OR LARGE AND SMALL P
MISSILE IMPACT-RESISTANTPROOUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE
FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE le
EVALUATED By AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD,OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES-__._.....i
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS___I
FIGURE 1: ELEVATIONS__ 1
2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS,MULLIONS MULL TO 2X WOOD.-----2
MULTIPLE —OPENING WIDTH FOR VERTICAL MULL ARCHES TO OR MULL TO IX&MASONRY_-2
MULLIONS SEE DETAILS INSCRJOWINSIDE HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLYATTACHED TO THE MULLION CLIPS,OUT SHALL iNsTALIATION NOTES 0!
A-DIGA RECTANGULAR NOT HAVE A GAP OF MORE THAN 1W FROM THE CLIP. MULL TO MASONRY__--__-3 tO
SHEETS 2-4 SHAPE MULL TO STEEL 3
3)THE ANCHORAGE MPT14ODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MIJU__3
DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.080.THE 113 STRESS INCREASE WAS NOT USED ALTERNATATE CLIPS--.-..-,-4
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY MULL INSTALLATION 4' rayy' z
I X 2 X.126 MULL SPECS
X 2 X.376 MULL SPEC%j- a _j V)
4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 11X2.76XxSMULLSPi ECS_._.....
INSTRUCTIONS. 7 D:
'10 XZ76 X.SS MULL SPECS......... W
IX3125X.6GO MULLSPECS_.._9
SEEDETAILS q ILI (D—
A THRU G; 5)USE THE COMBINED WIDTH OR HEIGHT Or ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND I X 4'X.126 MULL SPFCS.--..-10 to (n
SHEET$24 TAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER
BE x
A%-E.E--LS I X 4 X.375 TUBE MULL SPECS I 1 5. LU
U., t1D
A THRU G, I X 4 X.376'T'MULLSK—.11
SHEETS 2-0ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 3.188 X.266 MULL SPECS.-,2
MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY, i.25X
PRESSURE OF MULTIPLE 'L26X z
X3.26X.100 MULL SPECS 13 <
3 =5
VERT. OPENING 1.26 25X.624MULLSPECS_._14 Z LU M
MULL Herwr 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLQS� 125 X 3.94 X.624 MULL SPECS_16 IL)
LENGTH FOR 2 X 4 X.26 MULL 16 0
HCRIZONIAL
I MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 8 X.2S MULL SPECS-----17 ]z
SES Ems. BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 128 X 2.11 X.125 MULL SPECS-,18 L- In 1,
SHEET 3 AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30'X 325 BAY MULL SPECS IS 1. 111 9
REACTIONS, 46'X3250AY MULL SPECS_20 2; z
MULLION&CLIP DIMENSIONS_.21.23
EXAMPLES 1&2............-.__.._.24
N, FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE-GATOR NOAZ LOADING EXhN[PLES___.___2S R z
GO
PRODUCTSMAY m
MUSTBE
BE OFANY TYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING a U.1 y !4
CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH
In
MANUFACTURED
SYPGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS.
EE DETAILS
0
10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ_ 0
HORIZONTAL 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
Bf
L MULL SHEETS 2-4 WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. PRODUCT REVISED
HORIZONTAL as comp ing with the Florida
LENGTH MULL — BuIlding"Zodo
LENGTH INSTRUCTIONS: NOA-Ho, 17-0630.01
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFT-)FOR THE OPENING USING THE ASCE-7 STANDARD. Expiration Date 05126/2021
j--HORM MULL LENGTH--1 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. I 131y1i
MULL �PIINING WIDTH-_1 I ml�;Mfe Product Cont.
3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS-RECTANGULAR!OR-rRIANGULAWTIRAPEZOIDAV.
4)FIND THE CHOSEN MULLIONS MULLION CAPACITYILBSIF17I FROM TABLES to THROUGH 16A,ON SHEETS 6 THROUGH 20 RESPECTIVELY,USING,
FOR THE MULLION TYPE,LENGTH AND OPENING WIDTH DR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALL:Y).THE
HEIGHT IHORM VEST. MULLION CAPACITY(LBsIFT11 OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREM04T(LBW1M FOR THE OPENING OBTAINED IN
LENGTH STEP 1).
LE 6)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(GBS).THIS VALUE
L L mLuLLREPRESENTS THE WINDLQAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MOTTO ATTAIN THE FULL MULLION CAPACITY.
SINGLE MULLION OP."vvGk�(LYAltV• *
a SINGLE MULLION FOR VERTICAL MULL ED FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE
ANCHOPJSUBSTRAT&ANCHOR-CUP SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR
-4._R=�
CAPACITY IS MET. 0•E fftF
SEE CORRESPONDING DETAILS MULTIPLE MULLIONS z
mcajmussiABOVE 7)IF THE MULLION CAPACITY(LBSIFT-)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(L13SJFP FOR THE W 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 FLORIDA BUILDING CODE C),STH EDITION
:2014 FLORIDA BUIL C),STH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBSFM FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION ATE rtt
ANSLAF&PA NOS-2015 FOR WOOD CONSTRUCTION CAPACITY(LBSIFTI)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION
*ALUMINUM DESIGN MANUAL,ADM-2016 PRODUCT ASSEMBLY.
&AISI SICO-12 -,;, 10NAL
OATSC360-10 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FOR A PERMIT A.LW6M MIIMR,0�.E.
FL P.E.4 58705
A�
DETAIL A:
DETAIL B. MULLroN
MULLION TO 2X WOOD SUCK 1ON MULLION ATTACHED TO 1X Buc'srR P =TIP.OR WOOD FRAMING AI7LSUBSTRATE $�(OFFSET CLIP SHOWN) WOAD BUCK AND MASQNRYHMENTSEESEETABLES IB•13B S'
{STANDARD CLIP SHOWN} BYOTHERs,
SEE NOTE 1• N
1 i MULOON SHEET I. g$ U
i i SEE SHEETS el I .,v,
ETIL�LTHE I M¢127 KSI • •+ Epi W x
STANDARD - ° 1 I e 21LOCACNS e G I CONCRETE OR CMU' J UJ +
I,,,�-1 SEESECE, u�
OFFSET MULL a EDGE o I EDGE OWANCE &i3B TABLES U7
CIDP MAY BE _ II OW^TANCE ' I FORMASONRY W Q —3 x
THIS Iu�7H00, xi ' I FOR wooc
SCREWS e y t - ANCHORS ip � Q OI
MAX FOR 4. 1 I SIDE VIEW U z UI
.. 4 ALL MULti0N9
1
• o q �' e e EfTHER7HE �
ETANOARD OR V U d m x
a• a OFFSEiMNi vhf z �p 2Z
d. " L.+C p a'. u CLIP MAY eE Ili• .cL �'S .
d , ' EXTERIOR '3a.Fj u+s7ALLEo pv 7 F E
• a G' d EDGE TMS METHOD. .Q Z h
pL9TANCE 4
e FOR Z z Q �O)
MNSONRY c 40 Q a Z 'N^ v-
,� THEOFFSE7CLlP lS ANCHORS
RECOMMET83BD WR 0. N B9�O
e 4 eQ FWfRAL1ED n
EXTERIOR wwoows,aurMar � � _ +
' ALSO BE USED FOR 4 N � F Y �
OTMERFRANIE TYPES. � TA u1 Ll7
U z ¢ O O
f zA- +
TYP.ANANCHOR
TYP,ANCHOR / PER SUBSTRSTR ATE, PER SUBSTRATE. 8 d b�
PER SUBSTRATE. / SEE TABLES I&•100 SEE TAELE518-138 PRODUCT REVISED
SEE TABLES 1B-10B // OEDO ISTANCEpUG'H.j'(Alp as COMPIy(Ing with tho Florida
TABLES AND BuildingO do
EMHEDMr?7T SUCKSMP 18-138 ' ATTACHMENT• ATTACHMENT NOA-NO. 17w0630.01
AT•ID 2.; . t BYOTHERS,
iuENr ,.;,• SEE NOTE t• Expiration Bae 05/26/2021
;, BYDrrERs `; sltEErr.
SEE NOTE I. .• •. BY
SigET t_ .._ •'` •`'.'{� Ml�n a rodue Control
MN 2.7 KSI CONCRETE OR CWJ .
SIDE VIEW FRONT VIEW
FRONT VIEW
INSTALLATION NOTES:
f
1}ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUC=
i
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATIONpN,-....
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHOR TOANCHOR DISTANCE,THE ti •C�;•VICENg '•��� �� {
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THETARLES ON THE
FOLLOWING SHEETS,FOR DETAILS A.D.EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. �* NO.58705
3)ANCHOR HEAD TYPE MAY BE PANHEA[T,HEXHEID OR FLATHEAD. ,�(.i�^ J
4}WOOD SUCKS ARE OPTIONAL,SEE DETAIL C,SHEET& "'�Qs(� L STATEF '• :
6)FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY,USE ONLY MIAMI-DADE CO UNTY APPROVED r� � 'O,<ORIO?`.••'U\�ti
ELCO ULTRAC.ON OR ELOO,1W B.S.AGGREGATOR MASONRY ANCHORS. ���iSf SNR.....
A.LYfIII
•INI AIl1LvERP E.
P.E.
FL P.E.#58705
I
-` -- - DETAIL E: n
DETAIL C: _125 MU _-.MULLION TO MULLION
MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: - — --- -
MASONRYSTRUCTURE MULLION (U-CLIP)
(STANDARD CUP SHOWN) 1)MAY W•TEE`OR'CROSS•
V
2)MAY BE INSTALLED HORIZONTALLY
[
TYP.ANCHOR (SHOWN)OR VERTICALLY.
EITHER TH
ANoaRo E I sEErAeLELS li 3B 3)SEE U-CLIP DRAWINGS,SHEETS 21-23FFSET MULL
CUP MA BE i�,ppp TOP VIEW FOR CORRESPONDING MULLION. Z m
INSTALLED BY [i FORE DISTANCE ULUON
HO �Y UJ
THIS METHOD
[ I ANCR9VARIES-1+-� W J y
P12STEELSCREWS. T/7
/SELF-DRILLING OR PRE-DRILL i- SY
.
tEXTEeRIOR
MIULLION AND USE SMB S, W 0 F^
CDEXTERIOR °a c MBwoN P O1nEDGEDISTANCE ,FORMASONRY pftEGOM1fAfEN0E0 POR ( ? ZUi
ANCHORS '. FIN-FRANFD fLINTERSECTION ,1�� \ 7' "\ N t!}
TYP.ANCHOR .b _= Z r e~-
' PERSUBSTTUTE, d z Z Z 4
/
SM-TABLESIS-13B 4 ~O co � Z.
co
TYP.AN HORSTRA SEE KOLE LOCATIONS
3ONS aco
I- f��p
SUCNSTRIP PER 9Ues1'MTE, HOLE LOCAiiQN3 _Ql 4T
AND SEE TABLESIB•136 FRONTV'EW mGE o cp
LL) Q
ATTACHMENT DISTANCE
BY OTHERS, _ ® F D7 D)
ABLES
SEE NOTE IZ
, r GEE 18-138 aS V z <[
{ •-. °•,:..�.f ] '1 SHEET I. EDSEE TABLES
GE
MW 2.7 961 CONCRETE OR CMU WN21KSICCNCRETEORCMU ID-138 SIDE VIEW $ D!ma
FRONT VIEW SIDE VIEW DETAIL D: PRODUCT REVISED
MULLION ATTACHED TO as comp In with the Flodda
STEEL STUD 6.111ding o
(STANDARD CUP SHOWN) NOA-No. 17-0630.01
INSTALLATION NOTES: ei:eG.AAND
TRUCTURE
Pzpimfion Date 0512612021
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WAW DRESSING OR STUCCO. TVP.ANCHOR 0Y�
PEKSUBSfRATE,SEETABLES1643E
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION � Sf;ESHEErs
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHOR TO ANCHOR DISTANCE,THE �SHFOR
CORRECT QUANTITYAND LOCATION OFANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE
FOLLOWING SHEETS.FOR DETAILS A.D.EITHER THE STANDARD OROFFSET CUP MAY BE USED. � LOCATIONS
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD•4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,THIS SHEET.
5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED D STANCEELCO ULTRACON OR ELC0114^S.S.AGGREGATOR MASONRY ANCHORS. sTEELSTUDSTHrNNER THAN SEETAHLES4t1Y LY)LllyFRONT VIEW COMPUANTWITH THE FL BUILDING18-139E,A2XWOODBACKERMUSrUSED. .tib:. VICENSF•.,���i
ATTACHMENT BY OTHERS. •,•-�,}
EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW `* No.58705
NOTES: f; =
1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD
ANCHOR VALUES MAY BE USED. �� TATE F �
. �tCS,•=-i'IORIDP,r'.�1t•`4
2)SEE CORRESPONDING MULLION TABLES, �i�S%
SHEETS 5-24,FOR QUANTITY OF SCREWS, 1./ I�T), IRj�.E.
FL P. t(.5-8705
DETAIL F: DETAIL G: DETAIL H:
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION <
(F-CUP) (ANGLE CLIP) (ANGLE CLIP) o
P�
SHEETS 2 AND 3 FOR INSTALLATION w OR 46, 02' CJt
TOSPECIFICSUSSTRATES. BAY MULL NO
N
MUWON 5 (J
aa¢ W
p p Z DJ
o 0
a
O O O O O O J CT!
O O TOP VIEW 2
SIDE VIEW LU p o 0
SHOWN WITH T X 4'X.18'• I TOPVIEW I I I N M Ui .
MULLIONi 1 Z (�
OR
.EXTERIOR 1 I i PEERSUBSTR TE, O s
I i SEETABLES16BOR188 Z m C.1
I I M �pp
STANDARD MULLION CLIP I L PER•SUSSTRATF- 1 EXTERIOR v &Z
CONDITIONS.MODIFIEDTOFR FIELLt I SEETABLES iD-148 � I I I
rXS'ANGtECLiP, i-• z Q rn o2
I I I I 2 PER MULLION END,MUST BE ZQ
t I i INSTALLED INSIDE OF BAY MUIJ- !- O �pjDO yO {
8 B
DO
It
I I 1 I
ANGLE
XCLP. Va ZDO
2PER MULLION END,
Q
�9 9
MUSTREINSTALLED [
�
I i [ INSIDE OF MULL d3 m(}
I
\,_TYP•ANcmoR r� PRODUCT REVISED
PER SUBSTRATE, as eomPl 7 with the Florida
BEE TABLES IS-13B Building GOda '
xrowD�, NDA No. 17-0630.01 i
WrO WOOD,STEEL, STANOARDCL&TORE EXTERIOR OR�MASONURv EXTERIOR Expiration Dato 5/2 612 02 1
PLUM,CMU OR MASONRY MODIFIED INFIELD.
ri
O EDOEDAµCNC ~� -�'• (�}.. � By
EXTERIOR R ` lo--m_lt-�DiolS Product
I
_-,� � •
PfAAr"".
E�'• f: I
IP
- CMUH ALUM,CMU ORMASOIIRY EDGE H
DISTANCE ff
PER Z .
_ ANCHOR
-�-----('�' rC N
DISTANCES DI \ !� {
PERANCHOR NOTES FOR INSTALLATION OPTION G&H: `�``a(yNY��'N11/�'irr
1 USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. �'t`,. 1,1C£NSF••!<<,
NOTES FOR INSTALLATION OPTIONS F: ) z 4' %K'„�
2)DETAIL G:SEE TABLES 18-148 FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE .' ND'58705
1)DETAIL IS NOT APPLICABLE FOR THE SAY OR I.2$'X 2.11-X.125'MULLION. a -. 7�•=.
LOCATIONS. -
2)SEE TABLES 15-13S FOR ANCHOR QUANTITIES AND SHEETS 2123 FOR HOLE LOCATIONS. -^ t `
3)DETAIL H.SEE TABLES 1SB OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE H so•, ATEV'..,4a..3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. Q T R
R r�'�\tS �ORIOP,r'G\C�',�
R ''�sfONAL \\`.
OL A.al'11 101.LW P.E.
O FL P.E.#W785
TABLE 1A Mullion CapacKY TOM.0b.11115
opening (1brvw11cCa*4Gps Muffore)O"r OpMenirwo H (fiWhWxwDn!01Y*4
Win set. 7tlm Own 00ln 100(n 1206, 14045 160 in
P-twroular Trw Rmbn9fier I
Loafta. R-Wr4" Itq��S R-tww. Twftrd R--W=bf ftpnl". gar I Twalva.
lx2x.125 L--kv L-fts 1--ft Lft Laa4nD U-ba I L-ft L-d.;; 1.0-808 L-11.9 Loft Loft L08d1n9 Lwftg L-ft Loft L-4
nD 1:g
Alum Tube
A! I h 1 C14
wvah h I 1 111 1 1 1 1 1 1
'111 fill. 11
2
0 to 1 h MI- 1,1 if I :i I�I I I H, 11 11 1111 z -- w
w.
42)n 111.9 406 129,6 332 932 403 jIjA 32
5 79.9 4M 1 107A 321 69`9 'go UMAJ 310 GZI 405 104-01 319 65,9 408 101.0 Me 46.6 408 104.0 319 30.9 408 104.01 319 35.0 408 tDCO 313 0 x
48 In 74.0 312 S&S 268 R2.4 312 r3.4 252 EMS 312 167.0 1 co
Z4a 40,11 312 032 248 4Le 61.31 244 1.37.6 j
312 312 61.0 244 312 312 61A 244 28.0 312 61.0 244 1 ZL4 3t2 01.0 244 cf)
50.625 k. 633 ni let) _2 3a M 31-5 4u 261 65.7 224 39A nI Ui 222 315 28t MI 1 20 3L8 2B1 413 1 210 23A 281 49,3 210 226 281 4%3 all 20.0 261 4&3 219 Er
0.1
k'
6 641a =6 247 67.5 2V 4" 37A 247 44,11 199 ILS 247 4t.5 IM - - IMA 191 -263 CD
_!!I__±4 W 21A 247 3&1 1903 JILS 247 3&1 103 16A 247 3&1 193 0 co
0 61)In X4 200 41.2 170 320 200 36.4 IGB 27.4 200 31.5 163 24.0 200 260 i6t) 21.3 200 1 1. 19.2 200 25.9 157 16.0 200 25.0 150 CD LU
3 So 0
o 6314 3&1 181 313 155 27.6 let =3 152 217 151 2e.9 149 20.7 161 24.3 146 10.4 10MI 16.0 181 2L7 M z
coo
2 SSN 2" 165 =6 142 24-0 165 28.1 139 20.8 IN 23.1 136 16A IS$ 2LO 04
r722 In 22-2 139 23.3 120 10.5 1 19-0� Ila 15.0 to 17.5 Ila LU w 10)
IS76 In i&S tO IS,7 109 15.7 10
.. - *
"In 17.5 119 1 1412 104 M
TABLE I B
ANCHOR CAPACITY ADJUSTMENT FORMULA.- ej z 4n 00
Art her Casacity U)A
(AN R CAP..:,-) ANCHORCAP_ co -:-
2-?k Crcrota Ukc�l H.1-CMU F12edCM1J I PT Vftwl Mote It _W_CN c"I 8
0, 1 'a' )P-)X
MULLION
Anchor Clip PatternS AmtmTypw 5116-806 Lft�- 114'fto LIUM.
NAW 0- Im 38 15100 Ek. 19-SS Ek. SIOSteel 9128td #12 Std LU
mon w1rawtet- 1p�ft.uawm AgWeatw Awe�*, S.-JW S-PS) S-(GS) USE THIS FORMULA TO OBTAIN THEANCHOR X SG
1. 2-lir 1. •
. 1. • 1. '.
2.1w 3-110, 1 2-1/2" 2-1,7 3-110, r EL45' 0.324- CAPACITY REQUIRED"CORRESPONDING TO AN
EmbbIft.d 1,V4' t94• --TWV-' '' 1 0
I-11w, i4w -1-1w 1-19* 1-11r r I'val i1w wd% ACTUAL PRESSURE REQUIREMENT FOR THE
300 Ms 190 4,0 460 0
2 Anchm 0 05"Min.0. E- MD. 1044 ft. 270 W. 280 11. 354 0--F-50-1b. 3 We , GS4 1w "S wo 341 R' 44JFb. OPENING,WHEN IT IS LOWER THAN THE MULLION Z
4A.I.m @ 1,15rMUL ar-ISW.Wd(wOaMj)CIp FSG 2y� 480 V. 7000» WA WA JANVA 'NA 3W r- MIA I 10A WA WA WA 61M U Man Wt-. CAPACITY(FROM THE TABLE)OF THE SELECTED WO
4A.tws @ r M1. 3x M It 780 RA 080 bs I M. wMe aft. U. 560 1. TTU-F1--1.- ON IMM 6a2 L. ky
aft
SO
IS
AIA NIA A CAPACITY WHICH MAY BE USED TO QUALIFY
')a' 41t NIA NA -WA--L-MIA -1 MULLION.IT WILL YIELD A MINIMUM ANCHOR
QC 8
2 Aftm 0.457 N..0.07� VF N I I I
M, lwft- 1671» 3321» 473 IbS III 1b, 21111, SBOr1l, ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED
Mh O.Cir-clip vio.
2AMI�0 IAV WA 341 ft
�R�.A EFF ANCHOR CAPACITY TABLE. as cornp1w with the Florida
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATrERN AND ANCHOR VALUES AS THE STANDARD CLIP. -J Building a
NOA-No. 17-0630.01
Expiration Date 05/2612021
FIGURE 1: FIGURE 1, TABLE NOTES-.
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. 1.000-
FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLF-
3)MULLION AND MULLION CLIPS SHOWN ARE NOT To SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. it
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000'
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS.
4)SUBSTRATES;CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .125" _nN�?�..Ly
....
FIGURE4.* FIGURES: FIGURE& CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED �'cE
YELLOW SOUTHERN PINE WITH AN SG OF 0,55,ALUMINUM SHALL BE 6063-TSAND BEA MINIMUM OF.1251
• THICK
STEEL STUDS TO BEA MINIMUM!GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT I'X2*X.125*MUWON Z NO.58705
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND t
THE MATERIAL#10 ANCHORS INTO WOOD MAYBE STEEL.I"&$.OR 410 B.S.
z
'•AtORION ""'n
01VAL C
A.LAN u"ItiaiwP.E.
FL REX 55705
TABLE 2A MuMon Capacity Table Plosilio)
Opening Width(forvertically4parri milloffi)or Opening Height(for hodmawapannim mCAons)
so In TOM Wm Dot. 10081 120 1. "am 15D 1a
R.tmvuW Trapf]IMM ul. Trzpfllftla� ftd� Tmprtftlp Revtwgulv Tmpffd.M. Rtaular 114"4rs Rftwoutar TmWT"- ol 'r.pfTdra Rntwgul
7x2x.376 Lcaft L--ftv L.4110 L-ad1m L..ft L.,ft Leoft LitL-ft L-*v L-** I-O'Co L.Mam L-dft Lp-d-9 Lcaft le-ft
Alum.Tube & -- G!
Mulue" It C1/
2 U) 1(v
v 1
L
42h ITCLO am Me 435 151.3 SM 1170.0 47a I297 80 170.0 WS Me 682 169,6 $18 I00.8 682 Is&& 517 gas tERS 617 76.7 60 168.9 517 648 M 168.9 617 597 an Jsu fly
40 In 121.8 007 13ELO 419 101.4 say 1192 410 B&D My 103.7 403 MO W? 1028 ago 67.6 507 99.6 $97 sea ficy 99.0 396 60.7 607 99.0 396 43.4 507 99.0 390 30.0 507 see 206 =j
60.675 fn 1"7 458 1146 379 W.4 456 99.9 371 74.1 456 00.6 364 64.6 458 846 3W 57.6 4M 81.3 307 ate 466 SQ0 off 432 455 Me 356 37.0 4541 Sao 3513 324 466 8(10 off za LL
2
541. S&4 400 013 US 712 80.9 32B 61.0 400 72.7 MAC 400 er.3 318 05 400 aQ M8 14271 400 613 314 CD
4" 35.6 400 61�fi 313 30.5 400 al.$ 30 2&7 400 61's 313 in 0 U)
- it LU
4
4
6 soo .4
3 -3
of $19
60 In 623 324 66,0 278 324 67.5 270 445 324 61.2 264 AD 324 460 260 3ILS 324 419 257 31.1 32A 410 255 2110 3V 40.5 253 22.�. 324 40LS 253 194 324 40.6 253
al.
c 83 28.9 294 312 232 224 294 316 230 192 294 .33.4 230 16e 204 U4 230
Gas 204 61.4 252 411.8 294 49.2 14 38.4 294 43.8 Z111 316 294 as 237 Me 2V41 27.1 234
al ys
sob 40.8 258 49A 230 39.0 258 '1Z4 225 33.4 268 37.5 221 29.2 258 341 218 28.0 25a 31.8 215 23.4 211 .5 212 105 26B 210 210 147 268 21.7 209 Its 25a 27.7 209
- " z
3X&O 225 sy 27.9
106 =0 226 322 191 25,7 226 20A Jos 226 2n Me JOS 29.0 �M 236 102 18.0 225 221 180 15.0 225 213 177 US 226 19.6 176 1-1.3 226 IS6 176 :ff Lu io
rZ
- -
1,7ab MG 202 920 177 12M9 2207 227.2 173 21.9 202 219 170 192 232 21,5 Jay IZO 202 10.. 185 153 202 14.4 110 128 202 16.7 180 1113 202 1 15.9 1511 L98
TB in of
2813 192 28.0 192 25.1 165 20.2 1W Me 162 17.7 192 Jay 159 IFL? 102 10.1 157 14.2 192 18a 156 11.8 192 15.2 152 10.1 02 144 IM 6.0 102 14.2 lrA < -j
:,q
.a
-El 1116 141 144 16.1
1�6;*Tr. 11�4 z C'I
aa'�
ff 158 IV 16.6 113
R"
LO to
TABLE 25 BY
ANCHOR CAPACITY ADJUSTMENT FORMULA:
AnaborCa Table abs) IL
swstl.w 2.71C C=vte H.W.cmu IDP QAN�11 0-1 x
35A CW. Filed CMU PT Vftod M041 =ANCHOR CAP.- 0 C-4
1488 Etna 010 skd 012 St!d 012 fittd
A.horTy;.: S116-El..Llu-n . 14-M.1111- Wle.Ek* 3116-00 U&M. lie aw U&N. rdire.. ve--6�(Gal USE THIS FORMULA TO OBTAIN T14EANCHOR
Ancilior Cllp Paftmo Ult- AMGM Uftm AC;or,,c*% S-(GS) 8�(= Fs U F
- 'CORRESPONDINGTOAN D z
fall,vhft�py 1 2-117 r I 2-lir 1. t2-Vr 1. 2-lor r 3-Vb' 7 0.40' D.W c.524-:: CAPACITY REQUIRED
ACTUAL PRESSURE REQUIREMENT FOR THE
�Q C71
EmIndmant 110 1-314 1�4' 1 V4' I 1-31V r 14111, 1-114, 1-it4- 1-114' 1-1/4' I-tw 2* I-W I-W iaft� 2
M -r- W-'190197=341 lh 442 U. 580 W. OPENING,WHEN IT IS LOWER THAN THE MULLION
2 Anihm 0 4.75P Min.O.r_I sl-ft 390WO 4W W I ago W. 1044 IM 270 0�. 290 Ch. 354 M. 7409. -374 t. - lb. 8
-4 Ancham 0 1.15*Mh Or,I standard(w 0"CUp(IV.27 4800m TOO M8 WA WA Nhk WA Sao Eft WA NIA NA WA WA MY(FROM THE TABLE)OF THE SELECTED
- --- W.(^.I CUP(FTv.ly no-lb. ass- - 1 02 an MWe 112(11b, CAPAC
4 Amhom a 3"Mh 0.0,/(2)2x5 Angle COW/(Fig. 780 iW- 7809m 68D b. lWall. iegabs M ft 500 s. N/A 700w 748 lb. eso ft 189208 1 6112[b. 985 lb. 1120 lb. I MULLION.IT WILL YIELD A MINIMUM ANCHOR PRODUCT REVISED
2 A.T-6 a45"606 E).Q f U�aO,W,125'AL..(Pp.41 WA WA WA WA NIA -NA PICA WA NA CAPACITY WHICH MAY BE USED TO QUALIFY as compCip with the Florida
's b. 445 b. BU Ws I M R. 140 ft. 177W 370 ft ADDITIONAL ANCHOR OPTIONS FROMI.THE Bugdlna a
ANC
A WA
I NIA ANCHOR CAPACITY TABLE. OA-Wo. 17-0630.01
'57. IliKij !4101' Mi 1 IWAT lease WA NIA WA 1 341 ft 1 "2
2A,.t-0 LIS'W.-0 It. I
NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. ExpTralden Date 0$/26/2021
By
Miamh a uct Conloral
FIGURE 1: FIGURE 2 TABLE NOTES:
0 1)SEE SHEET,FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING, 1.00(r
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)UNEOkR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, 2000' 4f
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
0 GEN 7z
27
ANGLE CUP MUST BE USED IN PAIRS, 4)SUBSTRATES:CONCRETE SMALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROLFF-FILLED L EL.375"
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE TREATED No.58705
FIGURE 4: FIGURE 5: FIGURED: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 606345 AND BE A MINIMUM OF.125'
THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.W THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT
LEAST.125•THICK AND x36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND OIL
THE MATERIA[..#10ANCHORS INTO WOOD MAY SESTEEL,I"S.S.OR410S.S. Off''., ATI�EFI��-4
A.LYNIMMIL'LER,P.E.
TABLE 3A
MuMon Capacify Table(113W) - -
Openhiva (rorvettca*spamingnMom)oropmningH hf(for hoftm*-spanning nufflarls)
Soh Win 701. win 00 In lwin 1201. 1401. IWI9 0
v I
R.aWroulawr mv. F.-wgw-I 11-pafta, P=tancubr T'wfflure' pAmnos, 'Twom" ft"OU1.I Tr."av, P..bwww I TMWI19-0- R-waw- Tmpraiwv� Fftng" mnnftv.
I x 2-791 Ittnedn9 L..* nog L_ft Lw Lm' RwW-g-
.375 "L U-mv Lftfta L-dos t=*g Lftft Loadn9 I=** buftl; lmadnp Ldng SY
Tube te,
Mufflon C"I
f
z u :49 151 11,11,4111, uj
4210 170l) a20 1704 435 170.0 744 1170.01 4478 Ina 968 170.0 WS 170.0 W 170.01 319 JTMG Ilia I= 621 Ina 1240 IMG 521 1483 13M 170.0 8211 127.5'1301 t700 01 11 to 1301 170.0' 621
I
481. 170.0 708 1 170.0. 924 Ina No Ina I am 17" 222 VIDA SM 170b 1133 170.0 081 1151.0 1139 170.0 an Ims 1130 Ina am II&V 1139 170.0 MO 97.8 1139 170.0 680 814 1139 170.0 WO
50.6251. 170.01 747 1170.0 53 170.0 898 176.01 631 167.8 1032 170.0 60 140.8 1032 170A 723 Ins t= Ina 747 117.4 1032 Ina M 97.0 t032 170.0. 759 63.9 1032P ILL
17010 7W 'M4 I tW2 JIM 756 19 F
641. 170.0 W Ina 612 161.3 W? IMO 601 1382 1707 1104.71 730 =.a WT I625 M 107.5 907 1 4 a LU CD
4&0 rI W. W7 141-1 7t0 eff.8 Off 14MO 709 59A 907 140.0 7b9 W.5 607 140.0 109 CD 10
W1. 141.1 715 151.5 625 117.6 735 130.3 611 AMI 733 116.01 B99 88.2 735 10821 590 714 735 99.5 03 70.5 738 95.1 578 58.8 M al.6 874 5014 735 91.8 074 44,1 735 01.8 674 F
Ur
Uj
MN 127.9 WS 130.0 570 101.0 SM 111.5
557 57.0 am 68.9 1 547 762 6W Mi I OU 67.7 505 83,9 MI 809 656 79.8- 525 60A 6W 7" $21 43.6 ON 70.8 W 36.1 60 75A fM Z
661. uso w lim 5:2 88.3 Bar 061 511 75.7 807 85.0 501 68.2 W7 77.1 493 50.9 001 71.5 4W $3.0 W? 67.5 451 44.2 WT 83A 470 37.9 SDI, 62.7 474 311 W 02.7 474 M fug 't
85.8 40 68.0 510 73,0 434� Mi')510 64.3 413- 40.5 510 W.0 405 34.0 80 45.9 402 2a.2 5`10 44A 3W 25.5 atO 44.3 EO
781. 6&4 458 MO 4W s7.o 4w 81.7 an 4e0 4W 54.1 W M4 458 468 = 389 463 44-S no
721. 012 sio 420 61.0 510 fitg 02 4&4 StO 537
147 415 416 Wd 28.9 465 377 = 24-a 450 aco 359 21.7 43a 33.7
7611. 1142 1 C5 07.0 381. 53.5 435
5M 173 45.9 436 Q�11 3W 40.1 435 44,7 3W 36.7 435 40.9 355 W-I 435 361 351 20.8 435 34.4 344 22,11 435 316 341 20.1 435 322 340 D
:'a
06% 4t.5 W '43.1 290 34.0 327 314 285 29.9 327 31A 2W 2M 327 203 m 232 ZV 271 2D.9 327 23.T 2M 77.4 3V 21.0 262 144 3V 19.3 256 z .0
Z
-i4
Win X4 257 WA 257 26,7 =7 29.9 -24A W 260 248 1-21.5 2V 23LI 4 10,11 207 20.9 240 172 n7 19.3 386 288
297 18.9
1081. 202 227 24.7 205 = W 20.11 201 175 w 18.0 I98T-1171,b227 18,0 186 x
-ill h_L223 215 1 22.7 194 16.6 215 10.1 1. 169 215 i6$ idb j
1201. 17.6 184 WO t87
TABLE 3B
ANCHOR CAPACITY TMENT FORMULA: z
AnchorCmv&cftvTabIePbS) (AOCIIO.R A
3.5%cm..1 V411-Cmu RIM= PI"MW ta 0:
E�o M� 114'88000 l A11610= 11418SPI. #143t,,d 012ftel 2�Std
A.IWTYp& 311 Eko UUBM V4-El.Mr- 3116'E10.UMM 114-
svbwata 2-7k C�reta (DP-)X _kULUO ANCHORCAP.-
7AP. • A i
r
Anchor Chp Palbarns ulmon AggreGatoi UMMM AmmGetw 3s (65)So"(035) SowrA USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge Dht=e 1. zim 1. 2-Irr -1-110, 1. 2412' 1. 24re r I llltw r 0.48' Q.W O.V4' APACITYREQUIRED"CORRESPONDINGTOAN PRODUCT REVISED
Ernbedmed(Ink I-X4' I-v4* $,V4' iV4' 2' 1-11'r I-tw f1Iw I-1w I I-I/v 1 7 I-w- 11w . Yaffe. ACTUAL PRESSURE REQUIREMENT FOR THE as
17-0630.01
th tn.Florida
2AmbmQ4.75'Mh0.E=5t%n mduo"ealpft.ly 390 The ago ba 450W MRe le"ft -ro-IM --27-n. &-A jb$ 740 Ib. 3741b12-FW4 948 bs 341 Wo 44217 680be OPENING.WHEN IT IS LOWER THAN THE MULLION ..."I.E.-PrI17-0 630.0 1
Ta %1 illF, 1 211
"..W.A
4 Amhom @ I.Ir Aft 0.0L ISIndmd(w0ftel)COD 0:b.a 460 M 700 bs WA WA WA NfA Mr. WA NJA -WA WMA WA M2 be 051b. 1120 1, CAPACITY(FROM THE TABLE)OF THE SELECTED
"i6L
4An4w@3'UI.0�C -TUM-4 748 D. Won b�. 1592 W wzkm W5 1b.
C�2) Fxptmuon Pate 05/2612021
0�5=Z/ 780 Rm 7W Ing 680 Ilm ISM Lbs 10903A 540 RA E60ib. WA MULLION.IT WILL YIELD A MINIMUM ANCHOR
�W4 �;t3X MAY BE USED TO
2A.hQ*@0AV O.C. 4), WA MA WA WA WA WA WA WA A WA NA WA NA NIA ?Is ba CAPACITY WHICHQUALIFY
IA F-Mp 9:10. t JU 195 ft 2251M 445(Is 822370.1).
-- ma ADDITIONAL ANCHOR OPTIONS FROM THE
W 4111, 17 370 ib. 187 1b. 3221
-S a�
V4 A SWProduct Cont
WA
2A-�= AM Q.GJ F�alp 0:4"1 240 _ WA A WA WA ANCHOR CAPACITY TABLE.
NOTE:FORTHE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS1HESTANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: FIGURE 2: TABLE NOTES;
1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMA71ON ON LCADINC,
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. t 111111 i7
FIGURE 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE LYAf/V','ol,,
'0. ...........
2.76(r -K
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS -1 1
21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23
No 58705
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS,
ANGLE CLIP MUST BE USED IN PAIRS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-Fll I Fp
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM Cmg(i.WOOD SHALL BE PRESSURE-TREATED? 375,.
FIGURE4., FIGURE 5'. FIGURES! :3,00
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 808375 AND BEA MINIMUM OF.125" %
• 7
THICK STEELSTUDS TO BEAMINIMUM GRADE33AND.046'THICKJ18 GAUGE).STRUCTURAL STEEL TO BEAT •
LEAST.12W THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND0/v' V 2.75-X..376-MULLION %
A,
THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-B S.S.OR 410 S.S. A.'L9�N MIL�tER,P.E.
FL P.E.#58705
TABLE 4A =- 9
Mullion CapaidlyTallfa ObWWJ - - - -- o
OponinpW idth(forverdeB6yepsmhgmdions)arOponeWHolpht(fortiori-tattwamirAmuti-) - -. - -- ---- - -- - - - @
50 M 60 in 70 in 601n 80 In 1001n 1 N 1401n 160In g o
1712.782 fiatul0umr Trepridmg. RaemnWimr TMP711Mp. Rerl4npd,p TMOTd-l9• RecmrV.V TmpTmna Re"Wia 7learrdang. RaefmaWar TfwTdetn PA-haoda Trep7Yda,0. Redag7lm TraprrdalF Neetarl9Jm' 7WIllang- >o
Loedmg Loadng Lmdng Loaft Loamip LoadnB Lmd-9 L-ft Loading Wong Loadrp Liming Imdtg Loring Loarhp Lcmdng Losdm9 maim oi` v
.880 Minn. T
Tube .. 77 a ' .. 0. v.. s .-- .. a a.. � a .. a .,. 0 m..0.9 v uo a o v o0. a v o v v u a v v vbg
Lu
H
4211 170.0 1 620 170.0 435 1170.0 744 170.0-478 170.0 888 770.D 508 170.0 082 170.0 519 170.0 1110 170.0 521 170.0 +240 170.0 521 17.0 1468 170.0 521 156.7 1820 17x0 521
r
481. 170.0 708 170.0 624. 170,0 B50 170.0 564 170.0 992 170.0 MIT 170.0 1133 170.0 661 170.0 1275 170.0 877 170.0 1417 1780 600 141.7 1417 170.0 660 121.5 1417 170.0 680 1417 170.0 860 7 C0
rrr111 50.1251n 17x0 747 170.9 6633 170.0 boa 170.0 831 1740 1618 170.0 884 170.0 1103 170.0 723 Ina 1288 170.0 747 146.3 1288 Ing 756 121.9 1266 170.0 7S8 104.5 1288 170.0 758 1268 170.0 750W O F-
541n 170.0 797 170.0 612 170.0 9s1 170.0 691 170.0 1116 170.0 754 150.7 1130 170.0 603 133.9 1130 170.0 837 120.8 1130 170.0 855 100,5 1130 170.0 00 68.1 1130 170.0 667 1130 170.0 851 R7 W
Win 170.0 685 170.0 701 +485 615 1823 761 1255 015 144.6 748 109.0 015 1323 735 87.0 015 M9 720 87.0 015 110.5 720 732 815 114.4 715 82.8 915 114.4 715 615 114.4 715 a 1 Z63n 151.6 830 7819 710 128.5 Gig 138.0 694 108.5 030 1232 601• 94.9 130 1122 870 84A 830 104.0 882 75.9 G30 99A 880 833 630 81.5 649 542 030 81.1 840 830 94.1 848 i BBB 1321 161 140.0 060 110.0 757 119.6 036' 043 757 106.9 624 825 757 0&1 614 73.4 767 B9.1 1106 81.0 767 842 000 55.0 757 78.0 �SM 472 757 782 691 . 757 782 501 W � IL
IL
j 72 in 101.7 030 7088 552 848 638 819 510 727 638 80.1 530 10.1 618 722 MI MS 6'38 BB9 614 50.0 130 623 508 %M21.0
500 38.3 me 55.3 497 31.5 038 552 497 _'-j
0
A 10
TOED 885 611 90.4 IBB 721 571 7&8 468 8 71 07.4 470 54.1 571 00.8 471 480 571 635 484 432 571 51.8 450 451 30.8 511 44.8 447 27.0 671 M9 440
711 n 80.0 342 83A 474 68.7 542 70.3 465 67.1 6Q 821 438 50.0 512 55.7 449 44.4 642 51.0 442 40.0 50 479 437 428 269 542 40.6 425 25.0 -S42 at 423 Z Q N
00 In 521 407 53.7 301 414 407 434 355 372 407 30.6 SIB 326 401 36.3 343 20.0 407 321 335 28.0 407 20A WK 327 18.8 407 24.1 322 1&3 407 2J.0 sin F m-,Z zz
zz
9610 420 351 N.1 310 35.8 358 372 314 30.7 358 324 309 2&11 3S8 MIS 304 238 358 25.1 300 21.5 350 24,0 296 280 15.3 358 192 284 � E�
loon 30.1 20.1 90A 255 26.1 283 230 251 21.5 283 229 247 18.8 283 3309 244 187 2W 16.0 240 15.1 263 1fl5 277 W r Y Y
111 in 27.3 257 28,3 242 231 287 Zig 230 189 201 20.0 235 17.3 207 18.3 231 15.4 281 10.5 4V rn to
120. 22A 270 TL3 200 1R7 330.0 203 1&7 229 162 202 ¢..X Z O
TABLE 4B ,�,
ANCHOR CAPACITY-ADJUSTMENT FORMULA: a X'O O
An bar a Table Obs) ANCHOR CAP.,e,,,,, __ o Ir�Q'
J-1 -
t 1. 2Tk n6ncrae 3.st Cmc. lbnaw CMU Flnea CAU PT IAbcd Meml CDP-)x ANCHOR CAP
EM
5116'Ebo 1/4'89 EM SIS'Eloo 114'BSEIco 9109ted 912 SIM 1112 SIeA
TyM 3116"Elco L)n wn 1M Elio UMrm 3119'Ek.Ultr4cm 114•Ebo Ultretm PRODUCT REVISED
AnehwCUP PatOeme UNam Ag9m0ator unrelon A90re0amr Somw(o316annv(0.37 aew(o5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
jN7.
MF V 2-fl2' P 2-t? 3.98' f' 2-V2' 1• 2-lir r 3-116 7 0.46' &54• 0.s24' CAPACITY REQUIRED'CORRESPONDING TO AN 730.comp�ylnp wlth the Florida
t M 7;3/4' ta14' 1-3/T talt• 7 1-714• 1.114' t-114' 1.174' 1-11P f-u4• 7 ta/a• gala' vafe4 ACTUAL PRESSURE REQUIREMENT FOR THE BulldinB Code
2Anehom®4.70.Mn o.c.Is 10-tt 310 n. 3808m 450 lbe me tea on 270 ft zealm ss41m 740 Me 374 11. W4Im 6IB ms x7/10 442110 ea OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. 77-0630.01
4Alwhon®1.16•Mn o.Q/standar30.4 4000. 700 a. WA WA WA WA 980 win WA WA WA WA WA 68200. ems 112003 CAPACITY(FROM THE TABLE)OF THE SELECTED P•lcplrallon Date 05/26/2021
dAnchma®9'61.O.0/r11F1p.37 700 ms 710 Oa 060110- 1580110 1881 gin 540 bs 560 Q3 WA 76003 740 Its EW IM 1897110 6820. 11200. MULLION.R WILL YIELD A MINIMUM ANCHOR
2A7ohae 490.4Y Mm.o.0.IU471p, I-4y: WA WA WA WA WA NIA NIA WA WA WA WA NA WA 715Ds CPACITY WHICH MAY BE USED TO QUALIFY DY
F10-sT 1950. 1950. 225 me 445 hs 822 a. 1351. 4/0110 17710 37060. IBM. 332110 473 Es 170 ms 221 ma 260181 ADDITIONAL ANCHOR OPTIONS FROM THE 801am1-Da odue Control
2 Anahom A I.I6' Fl9.eY 240110 35016s WA WA WA WA 190110 WA WA WA WA WA 341 Ea M2 as 560 ms ANCHOR CAPACfTYTABLE
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET24. ,
FIGURE 1: FIGURE2: TABLE NOTES:
' -"1 1.000" r•--
0 i)SEE SHEET 1-FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS..
11
2)LINEAR 1111 1 r1/!
EAR INTERPOLATION BETWEEN MULL LENGTHS OPENING WIDTHS IS ALLOWABLE. pN•. YNA1
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' 0.•1JCENS�c �C!'moi
• . • • HOLES TO-BE DRILLED IN THE FIELD FOLLOWING DIMEN51ONAL RESTRICTIONS SHOWN ON SHEETS 21-23,ED ' •�%
FIGURES SHOW SUGGEST ,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 C410.WOOD SHALL BE PRESSURE-TREATED �7-•� �`
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` pO••. A7E O
--�^-� THICK STEELSTUDSTO BEAMINIMUM GRADE33 AND.045'THICK(18GAUGE).STRUCTURAL STEEL TO BEAT
/FART.12WTHICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X2.75'X.650'MULLION
pis'•.F[ORLOP..=
THE MATERIAL.1110 8#12 ANCHORS INTO WOOD MAY BESTEEL,18.8 S.S.OR 410 S.S.
A L1TIfVIAi1UER,P.E.
FL P.E.#58705
TABLE 5A «
. Mullion Capaaky Table ba1R3 .- - - - --- -- - - gA
OpaningWidth(Trtver9®Djzparargnit ions)orOpeningHaight(forhndzorlMQy-sperrirgmufflorls) o-
50In ®to 701 801. se N 100 7n 120 in 140 fn 1601 o
RWW9.& Tr4YTdag- RGUtaVulm T.PrldenO Rectmgd. TrapM1=0 Rbcmnpter T.plTdwg. Reabnpdw Trrplrag.. RedveWW T.Wd.Q• Roc4nad. TrWITaan9. P-(amulet Tr6Wid•ns. Reotwr04er Raalli.g- m F
t"Y&125"x L-drp Loadn9 L4aanp Loaanp Lba&rp Loa3np Losan9 Lbaaop Loaarg Loft Lw&a Lmdng "&m LWmU Lmang Lcaan9 L9adm Loaang sY
.500"Aluma a p i n a 'r a a Z'
Tube III
u u u 4a y u
01 v u u O Y U
�
42m 170.0 878 170.0 435 170.0 744 170.0 "476 1704 868 170.0 509 170.0 842 170.0 510 117CLO 1116 1700 521 170.0 1240 170.0 521 170.0 14M 170.0 521 170.0 1735 170.0 521 154.4 1602 170.0 521 J to
431n 1704 708 170.0 WA 170.0 650 1700 5% 170A 9@ 170,0 610 170.0 1133 1704 681 1700 1275 170.0 e]7 170.0 1417 170.0 860 157.7 1571 170.0 680 135.1 1577 170.0 680 118.2 1617 17a.0 680 N 7
50.6251n 170.0 747 170.0 683 170.0 696 170.0 631 17CO 1048 170.0 686 170.0 1185 170.0 723 1700 1315 17x.0 747 170.0. U94 1'1.0 758 141.7 14% 1700 758 121.5 1485 170.0 758 70(1.9 1195 170.0 758 tq W O 1--
54
54In 170.0 7W 170.0 812 170.0 BW 170.0 891 170.0 1118 110,0 754 170.0 1275 170.0 803 1861 14M 170.0 637 1495 1401 170.0 856 124.9 4101 1704 661 106.3 1401 170,0 901 934 1401 170.0 661 C In
-{1 j m W
60 In 170.0 685 170.0 701 170.0 1003 170,0 797 1555 1155 170,0 Wa 1367 1158 187.0 W6 123,3 1156 150.5 917 111.0 1158 140.7 010 92.5 11511 1445 903 70.3 1158 144.5 803 994 1150 144.5 903 3 F-
63 in
-63in 170.0 No 170.0 745 1595 1019 170.0 850 137.0 1048 1555 650 119.0 1048 141.7 348 108.5 1049 1320 WB 959 1048 175.5 828 79.0 1019 119.3 6N 86.5 1018 11e.9 618 59.9 1019 1168 610
f. BBN 160.6 655 170.0 780 139.0 -Z 151.3 804 119.1 %S 133.7 788 1042 %8 121.4 775 028 955 1128 786 83.4 855 108.4 757 86.5 855 08,8 740 59.6 955 9&7 718 521 95S 93.7 718 vi ? LUF_ bU
72n 1268 BW 1348 697 107.0 061 114.0 832 91.0 'Q03 101.1 670 60.3 803 912 SW 71.4 603 83.9 648 541 861 7&6 6a 535 8W 722 832 419 803 69.8 '828 40.1 603 89.7 627 W-d, W U
'LL
70 In 1082 721 114.1 620 01.0 721 97.0 616 7&0 721 85.1 605 68.3 721 7&5 685 60.7 721 70.1 580 54a 721 664 579 465 721 59.4 589 39.0 721 50.6 S64 34.1 721 58.1 561
F aZ
73 in 1019 654 10&4 599 81.2 501 84A 557 722 864 7&4 578 63.1 684 70A 5W 55.1 684 64.4 558 50.5 684 506 551 421 684 54.1 541 38,1 654 51.3 538 31.6 884 50.9 834 Z F-
se In 659 514 67.9 456 54.6 514 87.3 448 47.0 514 50.0 440 41.1 514 44.8 433 3&5 514 405 427 320 614 37.3 421 27A 514 33.0 412 23.5 514 30.4 406 20.8 BN 29.0 4W �, Lr? Z
981 54.2 452 55.7 404 452 462 47.0 398 367 452 40.9 390 33.0 452 36.1 361 30.1 452 329 378 27,1 152 30.3 373 228 452 28.6 355 1sA 452 242 &% 1&0 452 Z2.8 355 a. 117 rX2
1 W 1 361 357 384 372 31.7 351 327 317 27.2 357 28.4 312 238 35Y 25.2 308 21.1 357 227 303 141.0 357 204 289 15.8 387 18.0 263 13A 357 10.2 287 11.9 J57 15,0 2S4 n Ly N u,
rLy
` oy e�
1111n 35.1 338 35.8 MB 29.2 338 WA 301 25.0 338 26.1 206 21.9 376 23.1 282 19S 338 20.8 238 17,6 339 18.0 284 %a 338 16.5 gra 125 316 14.a 273 11,0 333 13.0 268 ® F, of (!) to
120 In 27.7 288 782 283 211 289 7.1.7 259 19.8 289 20S 736 1T.J 288 161 252 15.4 289 16.3 249 13,0 289 14.9 216 11.8 789 12.8 240 89 288 114 236 8.7 288 10.4 737 U X Q Q 30
TABLE 56ANCHOR CAPACITY ADJUSTMENT FORMULA: d Z mo
O s0
A6ehorCa Table s p SOC w�
subs 27k eomide 35kcmc. Halovr CMU FCI= FTWOW Mea (DP-)X MULLION CAP.,,",,,„,�_ANCHORCAP._ OP g � 5-� ,
dt-Elco 1IYs9Era!ATEIm U4.58Eho 010Stee 612StW rh2Sted `MULLIONCAP.,m,,,,,
Aneha%p& 9/16'Elco Unmon Ur EIeOUtmcon MCI Mm Unnr:an 1Ir FJeoUlrneon
Anchor Clip Pathema 11, A9PeGmr UtVa= A®fBGogl' screw(05)Scrtw(GS) ScrV(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR. PRODUCT REVISED
EdWosartesni i" . 2-1/2 1 2-v? sub 1' 2.112' 1 2-117 7 3.18' 7 0.4V 054• 0,321 CAPACITY REQUIRED'CORRESPONDINGTOAN eacomft' 0with thoFlorida
I:mOeanw3 13/4• i ve 13/4• I-yr r i-1141 t-ve 1-114" 1-114• 1.114• mw 7 1-sW 1.9'8' Z ACTUAL PRESSURE REQUIREMENT FOR THE Building Code
2Anctkcs 4]4.7ff 80n o.crstan6ao Qo04et c3 Otg tX 390 ms 590 rob 453 m5 =m1 163 ms Da to 2m 98 s54 rot 7401m 374 ms4
s 69s 0483. 3410n 4429n S60ne OPENING,WH EN R IS LOWER THAN THE MULLIONNOA-No. 77-0630.01
4 Antn=®1.15.741 O.G/StaMerd(OOIBet)0124 480 ma 7Wa NN N/A NIA WA sm IED WA WA N/A WA WA 682ms B85 Its 1131 ms CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05/26/2021
4AMIOMQ 7 MIM O.C.1(2)2c5 Iegpsr ER 3) 780 ma 7BOa 660bs 15M ws 16981Os 5403n 560 ros N/A 760115 748I owls 18920. Wm. 6&5 t. 1120119 MULLION.IT WILL YIELD A MINIMUM ANCHOR
SArchb.490.45'Min.O.C.I UCnp,Inb.129 Atm II 4) N7k WA NIA WA NIA WA WA N/A WA WA WA WA WA WA 107308 CAPACITY WHICH MAY BE USED TO QUALIFY BY
t ArcrWIFC0099.Sz 95W 1 10511. 1 226ms 445 m1 8220. 195bs 140 me 177 be 3701m 181 ms 3323- 4799. 1708. 22fa 280 ms - ADDITIONAL ANCHOR OPTIONS FROM THE 671am eProduct Contra
2 AMlOn®1.13'►9n O.CJ F (MO.6T 240 bs SW Jbs NIA WA ttN WA 100 ms tLA WA NIA WA WA 941 mz 44111 S601M AN
CAPACITY TABLE,
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
M.000'-I
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 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �v 1I
F3.125MAI*
FIGURE 3:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. . '�,•'• -ICENSF �C
• • • . HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
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-FRIED 'T�0-
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 7
FIGURE4; FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' 1'X3.125•X.5"MULUON ��•'• S 7E � •4rj
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045-THICK(18 GAUGE),STRUCTURAL STEEL TO BE AT T - ![��
• (I-VF MULLION) ''•,F(pR1OP••'G\���
LEAST.125'THICK AND 438.ALLANCHORS INTO METAL SHALL FJfTENO AT LEAST 3 SCREW THREADS BEYOND
0 THE MATERIAL#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S.
A.1L�YNNINifIll tt,P.E.
FL P.E.#58705
TABLE 6A
Mullion Capacity ToNe pbsW) - - - - -- - --- -9999--- •t
Opening WNllh(lorveracal"paMlg mullions)or Opening Height(10rhodmrdsty-sparrirg mllloln)
SO in 60 in 701n 00n 90 In 1001. 120n WIN 1601. $ O
ReofenPAN TPoO/Tri•q• P-t-w.r TaPff.-V R.-WSW er Tm"-a n. P-Wo. h.prMn9 R.Wgia TraRmron9. Rectonplar ftfill iO. Re� T.07.n9. ReoTI,.on n8 RectuipOx Tnp/Mena
1114x.125 Ldp L4.0 L99 LoadnLm0 1- w LoadV 1- Ong L.dg LooftobLd1� dadp ^i° U
Mufflon LO
di cm
I I$ 2,- it Iq Hz ��� W.
421. 170.0 620 170.0 435 170.0 744 170.0 476 170.0 60 170.0 500 170.0 992 170,0 -519 170.0 1116 170.0 521 17D.0 1240 170.0 621 170.0 1488 170.0 521 145.8 1468 1R0 621 127.6 1469 170;0 521 O M
'48 In 170.0 70 170.0 624 170.0 650 17MO 584 170.0 992 170.0 610 770.0 1133 170,0 881 1R0 1275 1790 677 155.3 1300 170.0 660 1303 130 170.0 680 111.7 130 179.0 680 97.7 130 170.0 00 _ Ir �
50.625. 170.0 747 170.0 663 170.0 668 170.0 631 170.0 7048 170.0 6s4 170.0 1196 .170.0 723 1541 1235 R0.0 747 740.5 1235 170.0 75a 117.1 1235 170.0 756 1WA 1235 170.0 75S 87.6. 12'36 170.0 756 W Q jt° 3:
641n 170.0 797 170.0 612 170.0 936 170.0 001 170,0 1118 170.0 754 154.4 1168 170.0 am 1372 1168 170.0 837 12&5 1158 170.0 658 1029 1156 170.0 881 88.2 1158 170.0 661 772 1110 170.0 681 2 m M 7D
ro
W N 170.0 085 170.0 701 100.7 1042 170.0 797 142.9 10C 161.1 672 125.1 1012 1467 815 1112 7042 136.6 801 100.0 1062 130.2 791 83A 1042 125.1 70 71.5 10Q 1241 )W 626 10G 125.1 762 F t0 0
63n 1700 930 170.0 746 1512 02 1616 818 129A 992 144A 799 113.4 992 131.0 762 1098 802 121.4 766 90.7 982 1/4b 756 763 GN MA 745 64.8 992 1040 744 68.7 992 1040 744 - L7 �
W b 195.0 847 170.0 759 137.8 047 148.0 700 1141 647 130.3 780 1014 9Q 117.7 7S2 019 947 10-7 738 827 947 1072 727 849 847 96.1' 713 59.1 947 94.0 711 51.7 9Q 94.0 711 ? [n z 2U
Z
S 72 n 1369 &9 1127 737 1132 849 121.6 722 97.0 849- 1049 708 84.9 618 944 896 746 649 86.7 688 87.9 849. @] 675 _668 649' 76,3 659 48.5 849 .721 652 428 649 R4 661 ? a- U
761n 1161 7132 720.7 �5 95.3 767 1028 M2 026 762 W.0 690 722 762 80.9 ON 64.2 762 74.2 %a 57.a 762 02 613 16.1 762 621 602 413 762 649 697 341 762 fig.{ 59S ,.J O ¢Z
O)
g 76n 108.9 174 111.0 634 69.0 714 64.6 621 76,9 724 62.9 600 6Bb 721 74A 500 -4 721 641 691 -4 724 6&4 56] M.5 724 67.3 577 962 TN 54.3 567 33.4 724 57.6 685 p F
W in '69.6 543 71,0 483 64015"43Wt3w
641 528 466 43.5 60 47.1 469 346 643 42.8 452 34,8 613 345 448FQnZ �W1. 67.3 176 68A 427 47.6 476 432 412 35.6 476 58.6 400 71.6 qe 341 400 247 178 320 305 219 476 28.1 388 21.6 476 78b 780 17.9 178 7A2 ]7e a Ngo8";o100 In 403 377 41A 341 33.5 8 377 30.0 00 262 377 26.0 315 224 377 24.0 321 20-7 377 220 317 10.B 377 18.0 310 UA 777 17.1 304 r• (p111 n 37.1 351 37.0 373 30.98 357 27.6 313 232 357 24.4 3 9 20.8 357 22.0 305 16.5 367 20.1 701 15.4 357 17ALU Xm 12Dn 293 206 29.8 279 241 300 21.7 770 163 300 102 287 143 300 17.3 '16I U X Q
1441. 17.0 1 212 172 196 Qd `' Z U
(03
TABLE6B Anehor Ca Table to ANCHORCAPA( ADJUSTMENT FORMULA: o8" � �o 2
ANCHOR CAP.,.,,,.,
subs to 2.7k Ocwrde 3.9k Cow. "a-c4U RIM CMU FT Wwd 9112.0ft
(DP)X( )=ANCHORCAP_
916•Fico 174^es E6c 916'Elco 19"98 9. 910 6.x1 912 61001 `MULLION CAP.,�,,,a.
Andw7ypc 3116"Elco ltoacan 1W Ebo UWncon 311(r F.I.Uft-.O 114-E1.0 M.. PRODUCT REVISED
Anchor CUP Patterns ult-4 Apge6d. 1lbewn Amre6.tw a.-icy)Soto.[05) ) USE THIS FORMULA TO OBTAIN THE*ANCHOR os eomplpin with the Florida
Edge DS-6nk t• 2-12' 1- bit^ 3•11V 1. 2-t0 1' 2-7/S T 3.118" Y 0.49" 0.54^ CAPACITY REQUIRED-CORRESPONDING TO ANildingCodeEm100 On 109' 1,4• 1-Y4' 1,149 7 1.14- 1-19^ 1.191 1-19- MIC 1-19^ Y 1079• 13+9- ACTUALPRESSURE REQUIREMENT FOR THE NOA-N . 17-0630.01
2Am80.04J6'M140.O.18mnwrd w Or6etC49(FV.182k 39015. 39DW 4501. 890M 1644 W. 210 bs 2801. b 740 W. 314M 694110 MWS 341 ms 442110 OPENING,WHEN IT IS LOWER THAN THE MUWON Fxplmuon Date 05/26/2021
4Awhw3®2.75'mkL O.C.fawidad(wO03el)C8p OSB.3k T00 b3 7001. MOM 1410110 952 M WA 56015. WA 630 9. WA BW ib. WA 66215. N5 ft CAPACITY(FROM THE TABLE).OF THE SELECTED
9 Aha.6 JAY M1..O,C.16nMad(mOrel)CAlp ffb.4k WO We 1400®8 WA WA WA WA 70015. WA WA WA WA WA IMM 1770 I. MULLION.R WILL YIELD A MINIMUM ANCHOR By
4A.h..(43'N.O.G7p)2x5An&Olpn/(FI9.5X 700 t• 780 We 8801. 1500 b3 1898003 5401. 6601. WA 700.. 748lb. 900110 16928. 082110 84515. CAPACITY WHICH MAY BE USED TO QUALIFY a97amr-0 .Product Control
•- eMo..A 3'Mla o.C./R)N5Anyn apo/0-v.e): MOI. 1170M 1020110 2340 b. 2644 W4 etO W. 13401. WA /140M 1122M 13209. z137e We 1(122M 1327 i. 16809. ADDITIONALANCHOR OPTIONS FROM THE
4 Awh..®OAS Mtn.O.r.I UOpi WO12V Ab-(FT0.41 WA WA WA WA WA I WA WA WA WA WA WA WA WA WA 1/301he- ANCHOR CAPACTiI'TABLE
2 Mch-0 2.•Mn.O.CJ MR,
0 0`N.8"k SW 9:116n 290 We 705 Ws 4761. WA 200 W8" WA 315 Re tUA 440 Ws WA 341 W. 442 IN 600 On
4Mch--1.15^Mn.O.CI R, ek 4801. 700 Ea WA WA WA WA 380 WA WA WA WA WA 682 Ws USI!s 11201.8.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --1 1.000- r ,.
TABLE NOTES:
FIGURE 1: FIGURE 2: FIGURES: FIGURE4: FIGURE 8: FIGURE 9: 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. v�ONY LYN/I(
• • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. '�« sE:�(�
• • • • • • •.tn G
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES 4'000- � �• .
TO HE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW N0.58705
FIGURES: FIGURE6: FIGURE7: SUGGESTED,APPROXIMATE HOLE LOCATIONS.
• • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT'-FILLED %�•'• d' / j
• • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .125' :O-c�•.•' ATE F !!/`
SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T5 AND BEA MINIMUM OF.125"THICK STEEL % (� '•.'40RID?;.••' \?�
STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125-THICK �i7siS/Q AC��G
ANGLE CLIP(FIGURES 5&6)MUST BE USED W PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10& 1'X 4'X.1 A.LS7taNl MILLE�;P.E.
#12 ANCHORS INTO WOOD MAY BE STEEL,164)S.S.OR 410 S.S. MULLION
FL P.E.#58705
TABLE 7A �2, E A
Mullen Capacity,Table B49na 7 - --- - -. ---` - ---- - - - -- - --- --- - - - n " _
Opening W(dM(forverilce[I spamhLq m+lllort9)or Opening Halght(for hDdmrdslyspanNrgindloro)
sol. 601. 701. sow 8DIn IDom 1201. 1401n lea In O
I x42.37.5 R°cmnow Tmp/Tde.a Rec-mdm TmWrdmO• R.04nPdar TmWrdatfi RecovyUm TmPl1ung. ReaenOuler Tmp/rdarte. Reclen9Wm TnpYTdmy Reotm� Tmwmm9. RtdoWulm T1eWdoM. Rodonguler Tr.prremg.
Lmdbg Load.p LondBg fADW10 L08dn9 10,42 L..ft,g In.dng Loading L0,dn0 l.oadnp U-449 L.dn9 Inadng In0dn0 ln.drlg Ln.dnD Loedlg �Y
AluffLTube
&.T. �^ r r a_ r _ % _ _ p r_ _ r r_ r r _ r _ p_ _ n_ a
ko
Mu81on b� ��' �d �' d8d � d d � � � d � � �'d LV
5 � gZL)
o DI
122 1ra0 620 I 170.013s 170.0 7K 170.0 478 170.0 BBB 17x0 606 170.0 892 170.0 019 170.0 1110 170.0 521 +70.0 1240 17-30 521 170.0 1406 170,0 621 170,0 1746 1700 521 170.0 1183 1700 921 - W J N
481n 170.0 708 170.0 524 170.0 550 170.0 664 170.0 692 IMD 630 170.0 1133 170.0 681 1 IMD 1275 170.0 877 170.0 1417 170.0 BBD 17x0 1700 170.0 Seo 170.0 1%J 170.0 680 151.8 2024 1700 See 1-A
50.875 in 170.0 747 1 170.0 683 170.0 ON 170.0 631 170.0 1046 170X 684 1TOD 1195 17D.0 733 170.0 1345 170.0 747 170.0 14% 170.0 756 170.0 1763 170.0 756 15a,0 1918 1709 769 13&5 1919 170.0 750
F
541n 17D,0 797 170.0 612 170.0 056 170.0 091 1T0.0 1+10 170D 754 170D 1275 170.0 603 170.0 1434 170.0 837 170.0 1594 170.0 658 ISMS 1799 170.0 861 137,1 1799 170.0 561 12D.0 17M 17&0 681 a � M O ull1
601n 170.0 S85 170.0 701 170.0 1053 170.0 707 170.0 120 170.0 676 17D.0 1417 170.0 844 170.0 1584 170,0 995 155.5 16111 170.0 103] 129.8 1810 170.1) 1063 1 11.0 1618 170.0 1083 97.2 1610 170.0 1063 � � t0 Ur
13 In 170.0 030 170.0 749 170.0 11le 170.0 090 170.0 1302 1700M 170.0 1468 170.0 1015 166.7 1542 170.0 1076 141.0 1642 IT0.0 1122 117.5 15Q 168.5 1158 100.7 1542 167.8 116T 3A1 1612 167.9 1157 UQ
i. 60117 170.0 WI 170.0 769 170.0 1169 170.0 803 1711.0 1384 170.0 1002 1605 1471 170.0 1088 142.8 1472 106.6 1148 126.9 1472 158.6 1130 107.1 1472 147.8 1108 81,8 1472 146.0 1104 8413 1472 146.0 1104 u9m z ig V
72117 170.0 100 1700 .aTa 170.0 1279 170.0 1009. 150.0 1720 1662 1101 1320 1320 1490 132 1173 1370 137.8 1068 105.6 1370 1211.8 1049 88.0 1320 117.0 1024 75,4 1320 1126 1013 66.0 1]20 1123 1012 W 2 W Z
J 18117 170.11 1122 170.0 977 118.8 1164 159.4 1013 120.2 1184 139.0 901 1122 1184 123.7 878 99.7 1184 115.3 964 09.8 1164 107.5 652 140 1184 87.6 835 641 1164 83.1 927 59.1 1184 82.3 629 w n U) IN
J
781n 166.1 114 170.0 067 136A 1124 147.0 80 1111.e 1134 12e a 947 10111 112A 115.6 931 82.3 112{ 109.21 916 53.0 1124 98.5 Bee 692 1124 89.0 890 59,3 1124 04.3 861 51.8 1124 812 978 J 90 in 106.1 9M 111.5 750 90.1 644 04.3 738 T7.2 944 021 724 679 644 73.3 712 60.1 844 66.6 702 64.0 SM 61.4 693 45.0 BN 542 678 36.6 644 500 We US 644 47.7 662 1-21-- Q Z N
66117 89.1 742 WD 68.7 74.2 712 772 852 838 742 872 841 66.7 742 9.6 637 49.3 742 641 6x2 44.5 742 49.6 644 37.1 742 43.8 600 31.8 1.2 38.6 500 27.6 742 37.6 864 a r 2 Oa
1081. 620 508 539 530 621 688 63.8 621 H.T 688 4&6 613 30.1 688 ITA 603 348 586 37.3 198 31.3 6BB SA2 492 2&1 686 7A6 481 71,7 560 28.8 472 1&6 088 247 488 09
Ill In 679 555 rail 503 46.0 655 435 485 412 ams 420 4117 30.0 158 38.0 450 ]20 656 342 533 28.0 556 31.3 487 240 555 27.1 437 20.0 353 243 468 18.0 514 0..4 142 N X X sd
120 In 16.8 475 48.1 417 38.0 176 38.0 429 328 473 33.7 420 28.6 175 �.6 1.4 25.3 476 26.6 409 x23 475 Z{.5 404 16.0 473 21.1 399 16.7 476 16.7 J87 11.3 475 172 lel U X Q
114 In 20.4 330 28.7 300 220 .330 =A 701 149 330 19.3 287 195 330 170 283 L7 Q ''• Z 0 0
TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: d m0 s:0
Anchor Table 7u
S"wonte: 2.7&ONWmI. 3.51 Cm.. low CMU Filed CMU PT W.. Maw (Opo)X(ANCHOR CAP. _ANCHOR CAP.,, U
5"64 Eko IW 55 E1.e 5I1SEl.o 1l4'BSECD 01061eel •1261681 012Sle,1 MULuoN CAP.,,.,,,,,,, pRODUCT REVISED
Arclwrrypw 1H6'EI,OUltmcan 1l4•FJcO 0171-60. 3118.900 UIIlac9n 1/4•Emo UlbBcm as com 1 In with the Florida
AncborCB Patterns U2acm aDOreOmOr u6ruon AO0re6atr scnw(GS)Sc4ew(G5) screw((35) USE THIS FORMULA TO 087.004 THE°ANCHOR y g
P Edge 04tmpe M) P 2-1? 1' 2-12 3.1/8" T 2-Ur 1• 2-1? '2• 3•V6• 2' 048• 0.54• 0.324° CAPACITYREQUIRED"CORRESPONO]NG TO AN Building Coda
Emnmm�m pnx taro• 1sM' 1x11• taw• 2• 1-114- 1-1/4• 1-1/4• t-im 1-114• i-V4• 2• tale• tare• woos ACTUAL PRESSURE REQUIREMENT FOR THE NO 0. 7-0630.0'(
2Ano"a4.75•MIn.0.0.1 Standmd a Otmm cup(Fg.162p SOD t. 390 M. 460 lb. 690 ri 78442. 2702, 283 mo 354 Ox 7401.- 3741t. 6641. NOM. 3412, 4421117 350ms OPENING,WHEN IT IS LOWER THAN THE MULLION
Expiration Data 05/26/2021
4 An:hae @ 223 Min-O.C.1 SW.I d(m0ftO Cep(86.37 700 ms 700 2, 5801. '1410D. 8521. WA wo 2s WA 930 ms WA WD U. WA SB2 0. 885 lbs. 1120 2s CAPACITY(FROM THE TABLE)OF THE SELECTED
SAwhom 01.15•Ml�0.0.I Bt.nderd(or 09,61)Cep(R9,47 9602s 1400 I. WA WA WA WA 7601. WA WA WA NIA WA 139316. 1770 W3 22462. MULLION.IT WILL YIELD A MINIMUM ANCHOR By
4Aroh.m®TM%0.0/(2)2r5An9[9Cep4'D(FIp,57 7802, 760 M. 6802, 19x0 I. 18055n Mew See 13 WA 760 lbs 7482. 880 m. 180220 6621. 8851. 1tXIb. CAPACITY WHICH MAY BE USED TO QUALIFY Mlam o Product Control
6.0/¢10.®3.11-1117 o.c./ra as Anpt.Clips llFV.et 17701bs mol. tam iM 2x0/4 abu 2e s+o 9„ ea U. WA 11401. 1122 es 13.14 ze366w +022 ms 13212. 11;0000 ADDITIONAL ANCHOR OPTIONS FROM THE
4Awbm®OAS MIn.O.C.DUClip,2to.8SANm.(FI9.7L WA WA WA WA WA WA WA WA WA WA NDA WA .WA N/A 14102. ANCHOR CAPACITY TABLE.
2 A.Mm 19 223•Mln.QC/Fa1p ft.67 350 De 3501. 290 D. 705 n. 4760. WA 28016. WA 319 2, WA 44011 WA All. 1 4421M 6601he
4 Anchma 0 1.15 M2.O.CI Fdip(Fla,Uri 48024 1 700 M3 I WA WA I WA I WA 3801, WA WA WA NIA I WA 1 682 a% 1 80 IDS 1 112011,3
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. •-•1 1,062" �--- -j 1.000"
i
TABLE NOTES:
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SFE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
• • '• • • • • • • • ry • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ` i
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `\���aONY LYIWV�11"'1
•LtCENS.•
• • • • • • • • • • 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE q,000" •• '
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4•GO� No.58705
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. *;
FIGURE 6: FIGURES: FIGURE 7: q)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - X
GROUT-FILLED CONCRETE BLOCK UNE(CMU)SHALL CONFORM TO ASTM 0-90.WOODSHALL
SHALL BE O S
• • • •
PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM ATE FUM BE �T �•�!/�� I.
• • 6063-T5 AND BEA MINIMUM OF.125•THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.04b"S L R.376' 376" is ;ANGLE CLIP(FIGURES 5&8)MUST BE USED IN PAIRS. INTIO METAL SHALL18 GAUGE).SEXTEND ATLEAST 3 SCREW THREADSTRUCTURAL STEEL TO BEAT IBEYONIO HE MATERIAL#1CK AND A36.ALL 0 8#R2 1 . 1"X 4'X.375 �ENG��
A jy
ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 'T•-MULLION MULLION
P.E.# E.
ON LYNN P.558708705 ,
TABLE BA
Mul3on Capacity Table Ih
OpenhM LMdth(farveMca6ysper9drlg rm®on,9)orOponing Helght(fbrhodmrda"paWng mLEcrs) a
Win 60 N 70 In 80 N go In 1001. 120In 1101. 1601 W o
126`x .f7edmp0ar Treprtdap Ne�.tanpWar. T,.WTftna. Redm2uNr 71aprlle g. Redmadbr TWTdnna. f dm@1rc TftWnonD. Rodanadu TmWUana. ReMad. 7rapmNnO. RwtmgLd TapRneng. Redm9ular Tep1Mm& .. m
twdn9 l0adn9 tnadn➢ L-.9LCedtq Lowing Loaft L_ft Lma, Loadn9 Loadng 10od1q Loedlpl Loaoay Lwdlnp Laa6na Lama L®gyp3.188"x s=
Tube Mum °� IL IL ILS
in
LU
�" a s. a a s
O
42 in 17U 1 620 1 170A 435 170.0 744 1700 478 170.0 888 170.0 508 170.0 992 170.0 518 170.0 1118 170.0 621 170.0 1210 170,0 621 170.0 UN 170.0 521 170.0 1735 170,0 521 151.8 1769 170.0 621 N J
48 In 170.0 708 170.0 624 170.0 650 170.0 Sao 17MO 692 170.0 830 170.0 1133 170.0 661 170.0 1275 1700 617 170.0 1417 170,0 880 151.8 13b 170.0 860 132.7 1918 170.0 980 118.1 1548 170.0 660 � � CA
50.675 in 170.0 0.7 170.0 683 170,0 898 170.0 601 170.0 1016 1700 684 170.0 1195 170.0 713 170.0 13/5 170.0 747 197.0 1468 170.0 760 139.2 14H 170.0 756_ 119] 1468 170.0 766 160.4 1460 170.0 738 �'
�o
BIN 170.0 787 1700 812 170.0 859 170.0 691 1700 1119 170.0 764 170.0 1278 170.0 803 1811 1378 170.0 837 118.6 1778 170.0 858 1223 1379 170.0 161 104.6 1376 170.0 861 01.7 1379 17D.0 801 a m U) O W
601. 1700 885 1700 701 170.0 1061 170.0 787 1589 1199 770.0 9/B 119.0, 1198 187.4 830 125.8 1158 1580 919 1112 1158 1510 912 92.7 1158 144.8 905 79A 1156 144.5 608 e9.5 me mca 905 � F LU O w
631. 170.0 0.70 1780 745 160.1 1051 170.0 550 1372 1051 153.9 862 120.1 Iasi 1420 1148 1087 1051 1323 837 08.1 1051 125.7 SW 80.1 1051 118S a22 609 1051 119.1 821 60.0 1051 1181 821 U ,L N
661n 167.1 067 1700 789 130.3 057 151.8 803 119.4 957 134.0 790 104.4 857 121.8 777 92a 957 1123 767 a16 667 108.8 759 60.6 957 1000 750 60.7 B67 99,9 74a SZ2 957 989 748 Z ? J u m eU
72 in 1287 eD/ 1352 690 107,3 304 1152 804 815 304 101.3 671 00.4 0.a B1A 660 71.5 801 61.1 650 64,4 S;0. 78.8 643 81.8 004 7Z3 311 4aA 801 690 029 402 804 Baa 828 W S to
781. 108.4 722 114.4 600 912 722 972 618 782 722 96.3 608 SPA 722 76.7 696 60.8 722 70.3 538 64.7 722 69.5 5w 450 772 693 570 39.1 722 56.7 SU 342 722 562 664 N J � up
Q t`
761. 1012 367 1069 600 a0. 809 89.8 988 723 685 78.6 677 60.3 685 700 368 682 OBS 84.5 Sao 50.6 Sas 60.1 55:5 42Z 586 640 643 38.2 685 d1A 637 37.6 665 60.7 636 •- �
1- N
DON 60.9 615 08.0 467 54.9 513 570 449 47.1 615 60.1 441 412 SIS 44.7 431 380 515 40.6 420 310 615 770 422 27.5 515 33f 413 215 615 309 {07 20.8 616 28.1 404 Z Q �( Z N 5
Win 04.3 453 03.5 404 49.3 451 47.1 397 38.5 433 41.0 391 370 453 36.4 388 302 453 33.0 379 27.2 453 MA 371 22B 453 28.6 360 19.4 453 240 380 17.0 453 22.9 356 N m Jt -90 g0
1001. J8.1 J6B 39.0 323 319 753 32.9 JIe 272 J9 184 31J 259 358 2.7.2 308 212 350 2Z7 301 19.1 353 20.0 700 159 358 18,0 247 n �% a a'
117 N 35.1 338 359 308 20.3 338 30.1 301 25.1 J3B 26.1 297 22A 339 212 293 18.6 338 20.9 289 17.6 338 19.1 285 n X Y Y
C13 U)
1201. 27.8 280 TDA 204 232 280 230 260 195 290 20,8 268 17A 290 182 253 15.4 290 184 249 U N Q
1441. 19.1 201 18] 588 EfT � d ` z p
TABLE 8H ANCHOR CAPACITY ADJUSTMENT FORMUUI; p g a €�
AneharCepacity Teale jibs) - c3
sWE481H 27k owelde 36R Cat. Ndbr aru ANCHOR CAP. „ o
FZMCMU PTWam Mda (DP_)X( )=ANCHOR CAP.® '
5116'LlCO L4•SSWr BIS'Bc0 Ur S5Ec9 7510 SSM 9125tee1 4423101 MUWDN .,,o,,,� PRODUCT REVISED
Anchor$'pc 9rle'f9c0 wr4cm Or Eto UNacm 3"IS Oraw53m t/r f9co UPracm 0991s- Agg/CG.SM Se L, Sa SSA screr
AnchorClip Patterns Uerscm r ubrtm ( {GS) USE THIS FORMULA TO OBTAIN TFSE"ANCHOR rL+eomplrinn wlih the Florida
E69e 09tarce SeX /" 2-vr 1' 2v2• 3-lir 1• 2•vr r 2-vr r 3•va 21 D.4e• asr 0.320 CAPACITY REQUIRED"CORRESPONDING TO AN Building�Coodde
Emteanenl tat• far 1504• 1a'r r 1-114• 1-vr 1.114• 7-V4- 1-114' 1-lir r lae" 108• lanes ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
2AR"@ 179800 O.C.I Man=w Met Cap)Fg 1X SW 01s 241-1-N 4.50 Bg 6900n 1644 ms 2roms 2800 IDS 740103 374 Bs set Be 94600: 341509 44235 SW bs OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 0526/2021
4AahmQ 1.15`1414 O.O 7 S�6vd(6r L7hd)Clip Q%4 480 IDS 7W� NU N/A N/A NIA 960m w0. WA NIA WA tW 682 D9 645►6 7120 Its CAPACITY(FROM THE TABLE)OFTHE SELECTED
4arcm9®TMUI.o.c-1(2)a15AfeNaW1(Mg 3k 7801m 760 to seoen ism ft t8"rm 640"" 660 is w0. 7WIte 7460u eeDme t892tm 682eg 645 ns 112D- MULLION.IT WILL YIELD A MINIMUM ANCHOR By
d Arc Mn®0.4s'Mi4O.C.iuzip.'IM0.129A09M1(F1g4X WA WA WA NIA WA NIA WA WA WA WA WA WA N/A WA 143098 CAPACITY WHICH MAY BE USED TO QUALIFY Mlami-0a roduc! o�nFrol-
_ 1MrtxlFCap(Rg 6X v95 c9 IDsm 226 na 44s R5. ea oa T36 ms 140 B6 1n u5s 97o 11s 1e'7 ms 33z IDS 479Ins 17009 221®s zea ro: ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anclea®1.19 MIM1 O.Cl FCA 6X 240553 350[s N/A WA N/A N/A tW 9n NIA WA WA WA NIA S/18tl 40.ti9 680 Ma ANCHOR CAPACITY TABLE
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD(XIP. -
FIGURE 1: FIGURE 2: TABLE NOTES 1•"-1250"--I
• • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION j
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
. `1111111111/7/1
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
FIGURE 3: •LICENSE•.
3.183'
ANGLE 3)MULLION AND MUON CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE ,: Q•%� ••.tnp
CUP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS %..' NO,58705
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 265,
IN PAIRS.
PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND
FIGURE 4: FIGURE 6: FIGURE B:
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-130.WOOD SHALL �`
A
BE PRESSURE-TREATED Cts':
REATED YELLOW SOUTHERN PINE WITH AN 5G OF 0.55.ALUMINUM SHALL BE 'i` �/
. 8063-T5 AND BEA MINIMUM OF.125"THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND F�OR10P•,•'G���
.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126"THICK AND A36.ALL 1'25 X.1 M.ZWS �ONALMULLION ON) �
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL /7r 11 5151111 t
#10 5#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A LYNN MILLER,P.E.
FL P.E.#58705
' f
TABLE 9A - -
Mu9bn OapaoW Table(9f4Ntt1)
OpanlnQ Wlath(forwrtlOallysparmOq nKVO41)4rOp&nIaUHat9ht(lbrhmKont.3y-eporinOtg nivolom) -_ -- _ --- -
SON BOIrt 701 Bob 90h loo In 12D Iii 1400 1601 a
Re4Nnallar TNprfOwB.' ReeN lef
1.20z92S � Tr1-ft• f Waling f T7op7763a9. Rerteogelar Trt."w0. RL.22 f Tmp'Tdena. Raet.dg Tfe1YT4es0. Renen981ar Twp/idIng RBOlen9q TmDUTft. Rneonan4r TlL.*q.
%.SaO GPodBe LoemnP LoaBn6 LoedNP faedin0 LevdNO lnntlW9 LoeSrt9 LoednP LoatlNp lnodNO LOa41
0 Loedlnp LaedNa 144NnP Loomro Loetlln0 LwdbB �z!
Alu�
muilan a!-
Thh,
12 a a � it m nth '�
> Z �� �
421 ilOA 810 1749 435 176.0 746 170.0 478 170.0 808 170.4 608 1760 892 1764 61B 174.0 7118 170.0 621 163.3 1118 1700 621 127,7 71111 IM0 Bit lo06 1118 170.0 62Y 1158 7778 170.4 521 a S
48 h 170.0 Too 170.0 624 170.4 8&0 1;60 a4 167.6 ala 110.0 634 166.7 870 1760 Sol 1364 97a 170.0 877 117.3 978 170.0 000 97.8 978 170,0 HB0 83,8 978 1740 e@4 73,0 878 1760 880 ONI J 173
a
5=5b 170.0 747 1740 583 1760 898 170.0 mt iso.! 927 170.0 604 1318 927 1865 708 it" ffi 159.1 BOB 146.6 927 156.3 693 ST9 82; ia43 995 75,4 827 1689 895 Sao 827 1553 BOB
840 170.0 767 170.0 612 164.5 006 170.0 a91 132.0 Bee 163.9 ass 116.8 Soo 141.8 SIB fO3.0 068 134,0 880 827 BBB 129.8 851 77.3 669 129.8 652 88,2 888 1268 042 87.8 Bs0 1268 Offi {11 O
60 to 1432 7.78 16.68 831 tlQ; 748 1321 BNi 102.3 748 117.8 808 89.6 748 Wf.e 5M 78.6 748 101.0 072 71.8 740 858 WT Be? 748 93.3 we 512 748 93.3 503 4L6 146 933 683 111 O 1D
031 123.7 871 132.0 679 10.1.1 077 113.2 668 061 877 190.4 088 77.7 en B1A 618 867677 652 619 51.9 077 81.0 534 51.8 677 77.0 02D 44,2 877 70.7 620 38.7 677 70.7 620 (� O L7
680 107.0 Biz 114.1 630 857 017 07.6 519 78.8 017 053 SW 67.3 o17 781 Soo 59A 517 728 494 65B 817 69.7 408 44.8 a17 81.4 463 38.4 1 817 63.7 402 336 SO 867 482 U 2 LU Z
J 721 S2.S b!9 d7.i 4S0 861 ate 7d2 4M bB2 Bt8 962 {32 S19 478 668 470 4S.i SIB a42 418 41A 6fa 567 414 349 518 .06.8 408 20.8 518 45.0 405 249 516 450 405 _ mo=d �"
76 N 701 465 717 408 S47 485 828 308 50.3 465 .84.9 '390 44.1 '465 49A 384 382 407- 463 378 952 485 42$ 374 28.4 /B4 380 387 25,2 441 346 361 z20 485 381 9e] N ?
7a N 652 441 a4O 387 07,3 441 67.7 are 41LB 441 OMB 37240.4 441 46A BOB 382 441 47.8 300 328 441 38.7 368 27,2 41 NO 348 24,3 441 311 348 24A Mf 327 340 � $3 Z
901 42A 332 43.0 29S 364 992 90.0 28B 90.9 332 323 284 20.5 332 20.8 280 2J.8 932 '261 278 21.2 332 74.1 272 17.7 Bea 21.3 284 16.2 332 191 202 13,3 332 147 280 N fft¢...,,,,,, p
oki =
281 958 280 26.1 297 36,3 238 28.0 201 RQd 252 27.8 291 US 248 iB.l 281 21.3 244 17.6 2Bt 181 241 Ito 291 11.1 236 129 201 158 232• Q N m
130 26.1 108 20.6 290 21.1 295 171 230 167 201 ISA 210 1B1 188 F- NZO OO
218 261 197 180 210 i&A 101 102 210 160 191 14.1 270 ti.9 tea U'
}b7 142 170 74,D 107 }61 7sT (p
m
1% Xto
Y '
U < O 0
Q
TABLE 98 Is , 1p
ANCHOR CAPACITY ADJUSTMENT FORMULA:
AnaharCa aci Table � DS
StnaDate: 271 carrorete 3.51,C-. Hate.cm Filled CMU PT weed ANCHOR CAP.,_,:) w
SHc Elao Ste7e7 (DP,,,)X t ,=ANCHOR CAP. r
AriohorTYDa: 3/t8'Ddo Mlree0il 1/4•EIBO UItrmon 3116•Elco W(000n V4^Elco U184eon f/4•ss Deo 5/10'ENo t/0.99 Elco oto stool 8129mo1 aft Bteel MULLION ,m, pRDDLIGT REVISED
'
Arsah9f G6P Pattsma Umaeon Amrww Utma i Aa9reswor sena M 9are.(136) ame.(c5! USE THIS FORMULA TO OBTAIN THE ANCHOR as comciyins7 with the Florida
EtlOe WNece 6.n t• 2-112" t• 2•92• 3-118• 1• 2-11P' t• 2.1/[' 2• 3-178• r 0.46• 0.64• 0.324• CAPACITYREQUIRED^CORRESPONDINGTOAN 'Butt" o
Embean•..}Nnk 134• 1J/4• Y-'J4• I'w 2• 1-v4• 1•va• 1-va• f-u4• 1.114• f-114• 2* faro• foe• canoe ACTUAL PRESSURE REQUIREMENT FOR THE NOp-Nil. 17-0830.01
2Arefioa®4.76•Mh O.C,78ondada0tsot 41p(Fp.t) 380 i5i 790 Ws 45010e 890 bs 1644 bs 276 be 280lroe 354 bs 7{01bs 374 toe ee4 s 9400 341 lbs 4210.1 6so mo OPENING,WHEN IT IS LOWER THAN THE MULLION N_ltplratlon Da, 5!2812021
4 Anchore l,la•MI6 O.C./8landaN(orOt4ep ONlRa.2k 484lbs 70D lbs WA WA NIA WA 380 be WA NIA N/A WA WA S82 be 0851ba 11206e CAPACITY(FROM THE TABLE)OF THE SELECTED
4Am we 07 No,O.G 112)290 A091a C09SI(Fla.3k 780Hm Moos Aon taco lbs 1998 be 846 be' am lb. NG4 786107 748 the Sal ba 1892 The 08200 Bulb. 1120 MULLION,IT WILL YIELD A MINIMUM ANCHOR 83•��{ .. I
3Arofioa®0.51•Mh D.C.f Ua1p,NIo.100"ANm.(R0.4k NIA WA WA WA WA WA WA WA NIA NIA NIA WA NIA NIA 850 be CAPACITY WHICH.MAY BE USED TO QUAUFY Mlamt-D Pfod74 Gonho9
tAt7cOwt On0.5k 19S be 186103 2?s to 445 b4 8226a tis bo 140 the 177 tba 3TOIM 187tIIa 391160 4738p /Tabs 221 be 260 Yns ADDITIONAL ANCHOR OPTIONS FROM THE
2Anotr4re 46.1.15`MIM1 arJ Fa (FI9.Bk 240 Na 370 kq WA WA WA WA tBOIM WA WA WA WA WA 317 be 4421bs Seo bs ANCHOR CAPACITY TABLE.
FIGURE 1: FIGURE 2. TABLE NOTES: 1250• F--1.250•-«i
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION I
• • ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE,
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE �``'�ON..• ......,y�''�,,
ANGLE SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3' `9'250` ` '�;' LieEMSF'•
CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
N PAIftS 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 8BY6tS
GROUT-FILLED CONCRETE BLOCK UNIT(OMU)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 !�
6053-TS AND BEA MINIMUM OF.100•TN1CK.STEEL STUDS TO BEA MINIMUM GRACE 33 AND q7g F
• • .046"THICK(16 GAUGE)STRUCTURAL STEEL TO BEAT LEAS7.125•THICKAND A30.ALL ,1pp• ,100" �� •'•,AZORlOA,.•'•� �
• ` ANCHORS INTO METAL SHALL EXTEND AT LEAST35CREW THREADS BEYOND THE MATERIAL 225'X926"X.ICO' 1.26"X3.25 X.106• �Ai�iS° �`���
#10&012 ANCHORS INTO WOOD MAY BE STEEL,T&6 S.S.OR 410 S.S. r� OVAL E'
• FI D-MULLED UNITS FACTORY-MUUMULLION FOR LLEDUNITS FOR !�! 1 itt
A.LYP1t'j�t�LL�i2.P.E.
FL P.E,#68705
TABLE10A - a
Mullion Capacity Table(Ib61Nt) - - -- - - - ----- - - - - - - "- - ---------- - -----"- --- -- -
OpeningWdth(forvedieWl aperWngmigiore)crOpeninp Helght(fbnccd7nNa*spannugmdnom) G'
SOB 60 in 70b Win I 9th 10th I In 140 In ISO In
718%328 RxaaBdv Traprrrisna Raaangulat TmpRriana Redmqubr Taprldm9. Roat8nA0lal TlaprM.j.' Radmgufrr Trepfft g. Recangular TfgkTrim Rad..pb, Tapfrdam' Ramm9I T.pRNng. P..t.,S d 7-pM[`O.
%.82d Loading Loading WAS Waning L.Aing Wang um-9 /00.&110 Wadiq - Wadbg Loadng Loadiq Laedfn9 Lor6ng Goading Lwdalg Loedin9 Wadiq 6Y
Alum.TubeT-1--whil
„ & •� 8 7: .... �.. & •E.. •E .. �a .. � ,. •� •�.. �,. 9 P �.. « ..
M9ufnn w �•�. IL a� F 12 e� w
13 In 1 40. fe 80. �'� Ya i� Via` s@ 8a s'6 a � �a �� 30. z uJ
421n 170.0 620 170.0 476 170.0 744 170.0 478 170.0 068 110.0 606 1740 992 170.0 St 1170.0 171E 170.0 621 170.0 1240 170.0 521 170.0 1480 1740 621 170.0 V36 1740 621 170.0 ISM 170.0 •521 p� _
J rn
48 in 1740 709 170.0 624 170.0 850 170.0 684 170.0 992 170.0 6:1110 170.0 1133 170.0 661 770.0. 1276 170.0 877 770A 1417 770.0 663 170.0 1700 170.0 663 169.7 1979 170.0 6110 148.6 1979 170.0 663 rL '--I rn
StICSIn 170.0 747 170.0 687 110.0 896 170.0 631 170.0 ING 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 1709 U94 170.0 766 170.0 1793 170.0 763 162E 1877 1740 766 151.6 18/1 170.0 756 $ F=-
541n 1709 797 170.0 G12 170.0 966 110.0 691 tm.0 1116 170.0 764 ITU 1276 170.0 803 170.0 1434 770.0 837 170.0 1694 170.0 856 196A 7769 1740 B67 134.1 1769 1740 861 07.3 1759 170.0 gel V' W O to
a m v�
601n 170.0 666 170.0 701 170.0 1063 17aO 797 170.0 1N0 170.0 870 1740 1417 170.0 041 1611 16L1 17x0 996 745,0 IS11 170.0 1473 120.9 t511 170.0 1063 1026 1611 170.0 ID63 90.5 1311 +70.0. 1063 F m W
U 0
{ 63111 170.0 930 170.0 746 170.0 1118 170.0 850 170.0 1302 170.0 810 1686 1370 170.0 1016 1981 1370 170.0 1076 125,3 1370 161.0 1082 1M.4 1370 165.8 1072 89.6 1370 1653 7070 79.] 1770 165.3 10711 LU Z
T-y 66111 170.0 914 170A 1119 170.0 1189 11.0.0 963 165.6 1290 170.0 1002 19BZ 1118 168.8. 1013 Ydl,l 1216 147.1 1000 109.9 ITN 1]9.0 969 63.9 1248 130A 4711 71.0 1218 IZB.O 876 18.1 12A8 779.0 976 = Z zIL' _
721n 167.8 1049 170.0 078 139.9 1049 163.2 092 1199 1048 +32.1 875 104.9 1049 119.1 660 832 1049 109.7 848 019 1049 1027 1138 E9.5 1049 94.3 O2b 59.9 t049 91.2 620 62A 1049 91.+ 820 w J
0 741n 742.7 641 149.1 077 118.9 941 11flB 805 1019 911 1112 791 89.1 841 163.0 7R 79.3 %1 87.7 766 77.1 941 86.6 767 69.b 811 77.8 7N 51.0 961 74.0 737 N.6 941 739 736 J ° 7jz
2 71 in 1720 694 137.8 7113 1140 ON 116.9 757 94.3 B9/ MA 753 026 894 91.9 740 713 899 84.1 730 66.0 094 711.3 721 55.0 994 70.7 707 47.1 BMW 67.0 .701 41.3 694 80.1 590
90 in BSA 671 63.7 690 71.6 671 74.9 566 GIA 671 65.3 515 63.7 671 58.2 ME 47.7 671 MA 958 43.0 511 45.0 651 35.8 671 43.1 639 70.7 671 367 537 28.9 6771 31.9 626 Z 4D Q N Qt
90111 70.8 690 72D 627 69.0 XIA 609 663 63.4 639 Id] 690 41.5 602 343 690 43.0 484 36.4 600 395 449 29.6 663 34.7 477 25.3 663 31.6 N9 22.1 EO 29.8 464 Q X
LIDB In d9.7 dW 60.9 at CA ]55 NB 37.1 408 31.1 486 329 102 Y7.6 466 247 308 7A.9. NB 27.1 J01 20.7 463 21.6 382 17.8 468 YtZ 776 16.6 168 19.6 770 a. N111In 46.8 N1 d6.1 40D 382 32.7 Nt 34.1 307 29.6 N1 30.2 382 26A Idt 972 376 229 (It 249 712 19.1 Idt 21.6 J63 16A N7 14] 156 11.3 N1 17.8 351 '�'• WM
120111 38.3 378 369 344 301 26.9 370 266 334 227luln21.0 2@ 212 U2 775 16.0 262 167 238 _ U ¢ O O
TABLE 10B �_s Z A O
AnehorGpeUry Table(lbs) ANCHOR CAPACITY ADJUSTMENT FORMULA: w 92
Subshat Tg
276 LTwlM 46X Cont.I Hadow aAU Fl6e0 cmu PTW000 Mdd p
��)X(_ANC HOR CAP.,o,,,, _ANCHOR
Srt6'E1c9 v4^ss"'05116"Eito 114'sefsco w1057eel 612stal 0123(.1 ULIONCAP.,,a,,,,,,,, PRODUCT REVISED
AnNorlype &76•Bco Lnam vP F8ouI9a4on 3H6'Deo Ulracm 114'-.11-. ) (m) USE THIS FORMULA TO OBTAIN THE"ANCHOR as eompbina with the Florida
AnehOrC11p P6ttem9 Ubaton ApgleGdix U6raem AggreOatrc St (m)
3 9[few 9c/et 8314 ZOoodd
Edgeolstame 1^ 24/2' 7' 2-vr 348' r " 2-v0. 1• 2.172 T 3-11W r 445• 454' 0" CAPACITY REQUIRED*CORRESPONDING TO AN """ding e
Embednml Oat 1a4' 1.1/4' IW. 1-141 r 1-1141 1-1/4' 1-1/4' 1-1yr 1-174• IAN r 1-0.8• I-wor _ rales ACTUAL PRESSURE REQUIREMENT FCR THE NOA-No. 17-0630.01
2Mctm@4.79'M14 O.C./Stnlud aOMCUP/610.1 390 ms 390 MS 450lba 890 ms 19"On 270 Its 280 m4 364 m9 7401. 374 ms 66408 94S IED 311ms 4 ms 66D M5 OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 5/26/2021
4 Amhm01.15'MI.O.G/S1m6d10(a C43eg0ap(Bg.27 d80 nib 7m B. WA WA WA NTA 363 ma WA WA NIA WA WA 682.3 087 ma 112.0011 CAPACITY(FROM THE TABLE) SELECTED
4Amtnm07Mtn.O.C.T(2t gni Alafe qlp]/1jTa 9T 763 ms 780.0 68.0.9 1687 M5 tWSDs 510 b9 660Its WA 760109 748 ms Sao we 1892 ms 6620! US Itn 112D1b1 MULLION.IT WILL YIELD A MINIMUM ANCHOR By
3AMh=@OSPMh O.C,/U-CBp,IMO.IW.4Jum a4 - NIA WA NTA WA WA NTA WA NIA WA WA WA WA NIA WA .9502. CAPACITY WHICH MAY BE USED TO QUALIFY rtlln=Product Control
"1Arclar/F431p 6Ta 6} 705 m3 145 Be 225@4 N5 mb am mr 1390. 140 Oa mm3 3TO m3 187 m9 S921a 473 Oa .170.3 221 ME 28009 ADDITIONAL ANCHOR OPTIONS FROM THE.
2Anmrs 44115'I,-QC1F 997. 24000. 3502. WA WA NIA NTA lm ms WA WA N/A WA WA 911 m9 442164 060 Bb ANCHOR CAPACITYTABLE
FIGURE I: FIGURE2 TABLE NOTES: 1.250° 1.250'
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION j
• • ON LOADING.SEE SHEETS 2A FOR GENERAL INSTALLATION METHODS.
111111111171/
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
MULLIONFIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EJGICT DIMENSIONS,SEE
ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3.250' 3.250' : 4t`'
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -•�
CLIP MUST _* No.ba705
BE USED
W PAIRS 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 7 A
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 624• 4' v -(V��
FIGURE4: FIGURE 5: FIGURE& 8063-TSANDBEAMINIMUM OF, 100^THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 ANDG.-L �.{�•••. 8TA �!/
•
UL7_1
.045'THICK(18 GAUGE.STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL �7'••:ctORIDP,.•'G�C�`�
• #0 ANCHORS INTO WOODANCHORS INTO METAL SHALL MANY BE SD AT Tt&BSS OR 43 SCREW R S0.S BEYOND THE MATERIAL i•251 X 3.251 UON FOR • 12MULUON FORS° �'��S��W tAIIL
• FIELD-MULLED UNITS FACTORY-MULLED UNITS
A.LYNN MILLER`P.E.
FL P.E.#58705
TABLE 1 TA --- - --- ---- - -
Mullion CapadlY Table Paid)
Opentng Wdth(tarwitiaet)F5)mming tatillions)drOpanin9 Haight(Tarforizcmatyspanfdlg mumaus} - - --'- -- - --- C d
60 in fi0 in 70 N 30 In 90 In 1070 f:' 1 120 in 140 in 160 in 9)
1.25%394
Recton9Wfim
ae I*Idang. Radangul. Tropfng. hoeeangulnr T.prr(b a. Ractaogule Tiep1mang. Ra4a w. TeasJTaaag. Recoxmd 14`r...7mplmaig. R0nlmguLv -#To.% RaemngWae Teplyd ng. RecfaneWm TmpTfto.
%-$� Loading Loading- Loading Loading L.Wbv W09 Loading Loading Lpddiog Loddng Loading,"s Loading Loading Loading Lading Loading Loading L."J'q o�
AILen.tube §; ".. -i, a c1a 'S 'e,. 6 .. �� �' v' €w �' �'s � � � �.. � .�; � £� � ;3.. � � � a.. �'.. Uf
6lamon Ag �•�. �' a� a .
V V tie U U� G Uv U G Vv V V U Uv a Uv U U Uv U G U U e U e Uv 1? U Uv
in
a`',e a'@ � �. $� i�. $a ec $cs .3€ �a' $@ arc@. & @. �e'c �e� S. d'a �d has �@ 4``0' #�� �c
421. 170.9 620 170.9 435 1760 744 tine 478 110.9 868 170.0 506 170.0 992 1708 514 170.0 1116 170.0 5211170.01440 570.0 521 170.0 1488 170.0 521 170.0 1735 170.0 $27 179.9 1983 1704 621 a
40 In 170.0 700 170.0 624 1760 850 TNA SU 770.0 992 170.0 630 170.0 1131 1708 661 170.0 INS 170.0 877 170.0 U17 1710 600 1760 1700 170.0 610 170.0 1983 170.9 680 1760 2257 170.0 680 K -
56.625 in 1769 741 1704 603 /704 "a 170.0 631 170.0 1046 7709 684 1760 119.5 178A 721 170.0 1345 170.0 747 170.0 UN 170A 788 170.0 1793 1760 758 170.0 2092 Goa 766 170.5 2391 170.0 766 S
S4 in 170.0 737 7708 Bt2 170A 956 170.0 651 170.0 1116 17aA 754 170.0 1275 170.0 803 170.0 1434 1760 837 170.0 16% 170.0 856 170.11 1913 170.0 861 t70.0 2231 170.0 061 160.2 2403 170.0 861 I'
19 111 oo .
Gain 170.0 885 170.0 701 170.0 1063 170.0 727 INA 1240 1Ta0 878 570.0 1417 170.0 944 1160 1534 170.0 399 170.9 4771 570.0 1933 1760 2126 1760 1463 7083 2163 170.0 1063 =6 2163 770.0 1063 -( � ti) co 0
mi. 170.0 930 170.0 746 170.0 1116 170.0 060 170.0 1302 170.0 94C 170A '14H 170.0 7015 170.9 1673 170.6 1076 110-0 1869 174.0 1122 IS&D 2060 170.0 Ila$ 1345' 2060 170.0 1171 117.7 2060 170.0 1171 '4 LU
e661n INA 9T4 170.0 789 170.0 1169 170.0 903 170.0 1354 110.0 1002 170.1 1553 170.0 1086 170.0 1753 1760 1165 170,0 1949 170.4 1210 143.0 1386 170,0 1275 1228 1965 170.0 1288 107.2 1968 170.9 1286 2 Ln m Z
7219 170.0 1063 170.0 878 1709 5275 SN,O 1009 176.0 7488 Sta.O 1125 170.0 1700 /704 >s28 754.1 7734 170.0 1115 1381 1731 1658 1386 11LA 1734 1'6''.9 136{ 89.1 1734 150A 1362 86.7 1734 1602 13M 40 J ,3'V
Nln 170.0 1172 17.0 931 170.0 1346 170.0 1080 1603 1656 17a.0 1209 147A 1660 1652 1295 1311 1556 157.6 1266 1179 1556 141.3 1251 98.3 1555 1211.3 1223 342 1556 1223 1219 717 1656 121.1 1216a 990
78 in 170.0 1161 f 170.0 1 967 170.0 1361 1760 7116 165.9 1477 169.3 1246 t36A 1477 1 152.0 1224 1212 1477 139.1 1209 109.1 1477 7296 1197 90.9 iiTl• 118.8 iS64 714 1477 110.8 1168 66.2 ton 1053 7154 � Q � r--
90in 7420 1110 1485 966 110.9 YIID 123.9 968 1045 1110 107.4 981 BBB 1120 9&3 938 769 1110 87.6 922 71.8 1110 90./ 919 592 1110 T1.9 891 50.7 ilia 564. 070 44.4 1119 627 Big Z 1[S Q N
961" 117.0 976 1203 972 875 9T5 1015 $66 83.6 976 003 842 732 376 70.6 329 66.0 975 712 611 665 975 NA 807 484 975 614 789 41,8 876 52.3 776 36.8 815' 49.3 167 � Fa-^ X z
1Nin 622 7tt 34.0 598 88.5 771 70.7 605 69.7 777 673 6Td fill 771. 54.3 554 46.7 771 49.0 955 41.7 77f 449 517 34.3 77t 359 &V 20A TTI 354 821 267 771 32A 612
1111n 763 NO 773 621 611 700 85.0 660 54,1 730 663 640 47.3 730 49.8 631 421 730 45.0 622 37.9 730 41.1 6U 31.5 730 354 600 27.0 NO 314 609 23.7 TJO 29.5 681
120 in 69.9 621 hie 669 is$ 624 612 66D 42.0 624 443 $52 3T.5 624 39.2 544 333 524 35.3' 631 360 624 322 Mi 2'+0 624 27.7 619 2f.{ 674 24.8 619 167 624 22A $01 2' X N
Lo
1444a 34.7 433 35.1 400 28.9 433 295 346 21.8 433 254 940 21.7 433 224 336 193 43] 20.9 361 17.3 4]3 782 376 V LV Q d
CLZ
[C e 79
TABig
LE 11B pnahorCapedty cable([W) ANCHOR CAPACITY ADJUSTMENT FORMULA: �`-� fY
SrasCaie 27ka3ncrzle SSa Cmc. - ndtor OMU Aam CMU FTWdad Med ANCHORCAP.,,,,,,,,
(DP",}X� }=1WCHORCAP.aa,
916'EtA V4 SS Bea 511PEEXa 1rssEco en05ted e126tea 012sta.4 MUt.LiONCAP.,o,,,aa PRODUCT'REVISED
Ar4hor7y0e 3116'Bc0 Unman 1r E2au9mcon 5rtc 4csuteam v4^FYoutramn (05) (OS) USE THIS FORMULA TO OBTAIN THE'ANCHOR PI n with the Florida
Anahart:lp Patlema un-, Ag9rClianr OPldtnl AggrS4WOr 9clew steel suer ee eom C y
E Ostame 0n 1• 2-V2' 1-' 2.112' 3-11• i• 2-lir 1- 2-or z. 3411^ 2 0.415• e5r 0.324• CAPACITYREQUIRED"CORRESPONDINGTOAN Building Code
Emcedaem 1174• 1.&r 1114• 1.3x4• z 1-v4- 1-vr 141'r I 1-VF t-14• 1.14^ z lase• Vwr was ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
2 Anihm@476•Lan n¢r Stand=V13tset cap[Fug.17 won 300 as 45D IbS 0002e ISM ms 2701" 290 an 354 abs 1 740 go 9740. Wt acs ire 341 Ito 1 442 tm 560 I OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05126/2021
4 Ambw®1.15•MIR O.O 7 StaxIMM(or OfaenW aRg.4 480199 700 He NIA WA NIA NIA 380 IM MIA NIA NIA WA WA 6823» 66611n 1123191 CAPACITY(FROM THE TABLE)OF THE SELECTED
4Amtom Q TMIR O.C.I T.472.15ArgieC6p8l fflg.3) 78805 78009 tali itis 7560311 12M 163 640ia9 `.40�s Nu 7604te 746 to. >70a 8n 189200 £82ars 665 rm 152111s MULLION.IT WILL YIELD A MINIMUM ANCHOR By
4Awt a@ WOW Man.O.C.I U4;8R bm.IW Alum FFg.9, NIA WA NIA WA NIA 'WA WA NIA WA NIA WA WA WA WA .1251 Its CAPACITY WHICH MAY BE USED TO QUALIFY Nilam PrOtluC COn�-
1AIrfmlFLBp(R2.Sj 195tD0 19599 715ma US as a=ft 1351as 140%5 177 The '97oRn 187 as ss2ms 47389 IMMS 221®s 280 It. ADDITIONAL ANCHOR OPTIONS FROM THE
2AnttW A 1.1t?Mn.O.CJ F 2AOW 391 Be N/A WA NIA WA fiC gn IUA WA NfA WA WA 341 IN 44200 Sad ita ANCHOR CAPACITY-TABLE. '
FIGURE 1: FIGURE2 t1210* '
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.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
FIGURE a
'-`-� ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE CLIPMUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONSBE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW ANDGRO(JT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALLFIGURE 4: FIGURES: FIGURE e: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.S5.ALUMINUM SHALL BE6063-T6 ANO BE A MINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND4"W THICK AND A36.ALL
ANCHORS INTO METAL HALL EXTENDTURAL S T LEAST 3 SCREW TH TEEL TO BEAT 1READS BEYOND THE MATERIAL ii�Fs�;l'`0721 qP.NGS=�\
#10ANCHO RS INTO WOOD MAY BE STEEL,18.8S•S.OR410S•S. 726°X3.94-X524' 'p,/iN�ft�q>t `p,E,
•
MULLION FL P.E.#58705
TABLE 12A
Vulffan Caaactiv Table PbWe)
so In OperdnalfUldth(forve rismiulons) OP43fdagNeIghtt9bor m1florts)
Win 70 in Win no in ID)h .120in 14001 16001
Re-amplm i9d;w7twpRrPanp. fteDopula, TrqnKmV. Rubw9ft Th4W111mg, ft. MWTAwg. Tbpfrd-19, RKI'madw 11hpMbeg. R.UrVAw TpfTftV. R.-W19"fer T.Prrdmg
2%4x.25 L..** Laftg twdg L-Av Lwft I Lowing L42d.9 LdM NL-ft UmWlrg L..dm L-aftg L-ft L.&J,,q Umdng Lwdq Lcaft Lowing
Atual.Tube T1 , -1 2� A, ir R
munlon hl 24 tx.
al [a 11
ll B Lo
a C'j
yg ma J
03
'42U 170A 6" 170.0 435 170.0 7" 17110
T I,
:
478 170.0 866 1 170�0 SM 170.01 WR 170.0 171.1 1 170.011240 OLD 1 621 z" LU
$1, r 170,0 1481ij 17MO 511) 170.0 1735 170.01 62, 170.0 JRD3 �70.0
Tm-o__ "*$Z I.. . 170.011417 170.0 See --i;�T --- - - -
48 in 170.0 708 170.0 s24 imo am - 664 170�0 092 1 1711�0 630 Imo I ilm im em -17-0. -1 iM* ISM 170�0 ISM 170.0 6'80 170.0 ZW 1-M.0 Weul W
59,25 In 170.0 747 11 0 SE� 170.0 081170.0 631 170.0 -
1040 170A 8114 170.0 me 7 170.0 1783 170.0 750 T70.0 F09j 170.0 7W 170A
ligg 170.0 723 170.0 IM6 170A '147 17o.01 14" 17LO
1103 170.0 1434 1 831 1711.0 15" 170.0 2550 170.01 1131 1
W3 170A 707 170.0 1240 176.0 874 1MO 1417 170A 0" 170.0 Iw 170.0 m 7740 1771 7m0 T=- Im 0
2391 170.0 798
60 in TMA m 1740 701 170.0 1=3 ina L
rA in il" 737 0.0 02 J70.0 BMW 170.0 691 170.0 1110 174XO 754 170.0 1275 170.0 TIM-1-i-W--IR-1 1-11-3 1'ITI-1 TM 22Rr1711t4W
w C)
- - -;n-o 21251170.0 100 1�wc- 2M 1 170,01 1003 160,15 25M "e-I-,_I C9
(D
Cn
53 1� Vlil) NO 17QO 745 170.0 1116 170.0 sm-Tm mai 170A 90 17D.0 1488 170.0 10115 770.0 170.0 IM 17OLO iM 170.0 li22 IMO 2231 170.0 1169 lea.? ZM 17mg 1171
1 71 14" 2%3 1
-iW? IZ2.9 2437 170.0 l2wS
661. 1170.0 074 1170.0 M 170.0 2553
1169 17MO SM 1710 13% MA iM 170.0 ISM 470.0 IM Me f753 170.0 1155
72 In 170.9 1063 1170.0 875 170.0 W5 - ---- - - 170.0 IM 17RD 1210 1710 RUB 170,p JIM l5j.$ 1?0.e z
----.28.1 lam 170,13 1488 179.0 1126 IMO 1700 t70,0 lize i7x-o 170,0 1315 170,0 2123 170.0 13e7 14il J-21-8-4-177&0 14M
- 1209 170.0 1794 170.0 1 124.8 2124 170.0 1 109.2 2184 1-10.01 18W 1 z
3RR lor .0 154 TOOL, Tmo
716 1, 1704 ll= 170.0 937 170.0 1340 170.0 1050 170.0 1570 lX0 m Im Im.0 1421 148S 190 170.0 IM 101.0 -154.i�2$35 92.9 IWO 16ZT 1 16311
w
78M IMO 1161 1-re.0 W7 170,0 1381 1170.0 1118 IMG 1611 I =)�CIL '21
Me 12" V&D ilt2j lal) 16Z7 IM 170.0 14 iim-�m 7aUt ma iltS tM 147.31-14M 902 lost 139.61 1459 85.9 1061 137.6 U54
Do . i's 398 21,3 1
I-mu T210 127.5 9k4 1398 11. 11 119.5 1395 101.8 1147 74.3 tiell 89.8 1122 M,9 IDDD; B27 C3
9D b, VOL 13281 170.0 1144 149.1 InO lics 6" 139a 70's 1098
1 91,2
f1721
96ti 147.4 1719 161.9 1M 122.9 1229 127.6 1079 fG53 FMITI-061 .122111 a8,9 F1044 01.0 .1229 ".6 029 733 1229 02.4 1101B GIA 1220 722 am -ELI 1229 619 077 40,1 I2R9 62.1 937
Imb 103,5 071 105.8 971 ------- z
'E 971 56.5 1 816 43.1 971 C'31
71 7ml 5 5;
F-T I-- IM9
ST3 71 9 '.4.'l SIS 971 61.8 826 fte 1 49-0 706 37X 0711 40 792 32.4 111 40.0 A. to CD C:)
_ M
'111117 i&4 019 07.3 -;-3T 68.1 Gig 70.0 we 19f 510 llis 50.7 39.7 919 44.6 7118 34.1 910 40.2 742 Me Big 37.1 N
-9 653 27A 7W x
IS 4"
70-4 M 76 8 Wrl a -ers -7m Ai 6 786
t2a in 785 F 786 53.0 472 41.9 785 4441 313 788 -3;. 31.0 64t 23.0 ?86 28.4 _!�l
l441n 43.7 548 442 -iFK- X4 W 479 2l.e 548 228 474 IL2 543
T 9--i"
_37.0 4Vq 19.6 464 15,6 50 17.2 455 131 W 133 448 x
TABLE 128 ID ON) 0
ANCHOR CAPACITY ADJUSTMENT FORMULA. z
A.�lnr ryp�. 311 • mew (Op-) '1 01
AnchorCepacily Table([befiuMtrata ) RA
z7k cbmims _ aai,� Hefl-00 Fmedcmu PTWw x ANCHOR CAP.Patterns Vr Elcoutwon 3R8'FJCotN=6 SCOUR= *2 Sled
Me Uvmm um. 010 Steel I et2SIag CAP.,,,.,„
- 1 11 119
SCW(GS)SITON PS) Su P5) USE THIS FO RM ULA TO OBTAINTIiE'ANCHOR PRODUCT REVISED
EOX MsWre OnX I" 2-11Z 1. 2-Ifr 340 vz 2-VZ' r 349f r 0.32r CAPACITY
Y REQUIRED"CORRESPONDING TO AN as
I - I THE
,=lying with the Florida
2AMhors 0 4.76'N a O.C. Embontntonx 14W 1.3'r l-&4' :Fr "1w I 1 1-1- 1 1-uv 1�114' m1c 1 2' mb's ACTUAL PRESSURE REQUIREMENT FOR" Code
4AMhm@ZGVMhO.QiStN=MforoMei)co(nq 3m les seo lm Z th FAD In 1644 IDS RIM RED u 1 354 2. 74O1M 694 to elate 560fts OPENING,WHEN IT IS LOWER THAN THE MUWON NOA44o. 17-0630.01
4 IND I. 74D Me 83D IN 140508 1424ft SED 53S N/A 695
3jW __ N/A In hfA 085 B. CAPACITY(FROM THE TABLE)OF THE SELECTED
6Amhm 0 1.7tMbrL 0,C,ISMWwo I.MelCip gig.Ay MST- L_ 11200.
lmft NIA NIA 7D5 MS I - Expiration Date 06/26/2021
'01112�P 42)20An9*Ca*f(R4 78D W. WA 709lbs WA WA I Ilo I 168D Its MULUON.[TWILL YIELD A MINIMUM ANCHOR
Arc WA Its J_ L_ .
its .7g ��111D-
'_De
15W"s IMS"' ft 112DO. CAPACITY WHICH MAY BE USED TO QUALIFY
,;;ZM f
S)c 117P c5 11703A 1020 by
2839144 10221 1327 lbs sm Im ADDITIONAL ANCHOR OPTIONS FROM THE nuanucm�prg Product control
42)WArIlOCOP3�191� rb, ms 264 IDS 0 US 11221b. I 13201h'.
3Af%fW@1.34-WA.0.Qj ole�UvAto,R I; MIA N/A N/A -twi- WA WA
6AMhM@0.64-Min.O.C.IU.Crp,into.125'Ah=M 1� NIA WA 4�-4 ANCHOR CAPACITY TABLE.
WA WA WA WA NIA 1 21 �
"'A 111811, WA I 44D Its tiK 341103 1 4429 -"s
44309 1 32000 1 37907. 1 073105 I NA .A 970®s 379 is 315 ms 743lM 71223 NTA �!-j
- WA 1 511 Do 1 664 Im $40 Im I
.,A I A I- FM�
NOTE:FOR THE OFFSET CLIP,USE THE,SAME ANCHOR PATTERN AND ANCHOR VALUES AS THESTANDARD,CL.jp. CIRCLED VALUES ARE USED IN THE SIMPLE ON SHEET 24.
FIGURE 1: FIGURE2: FIGURE3., nGURE4.
0 • 0 TABLE NOTES: 200
• 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. •Ly
FIGURE U. FIGURE6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN 4=17 No.58705
THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE
LOCATIONS.
FIGURE7: FIGURE8: FIGURES: FIGGURE10; ANGLE CUP 4}SUBSTRATES CONCRETE SHALL CONFORM TO,A'Cl 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT • 0
(FIGURES Sw) (CMU)SHALL CONFORM TO ASTM"0.WOOD SHALL BE PRESSURE-TRFATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. OR
a e e MUST BE USED ALUMINUM SHALL BE 60133-TS AND BEA MINIMUM OF-125'THICK STEEL STUDS To BE
MINIMUM GRAVE 33AND.046-THICK(18 ZX4X.2WmuLUON
IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.+26•THICK AND A30,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW
• THREADS BEYOND THE MATERIAL ftlo #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.L 44!1!1",P.E.
FL P.E.#58785
TA13LE 13A
MuIrmn capacity Tablo IftW) o
Opsiming Width(fa Wrgm spamd7g mtficM)Of 013911610 Hatpin!(for timiaYlalyspa-"ng mfions)
lain 60 In 70 in 1 80 In --- 801n. 1001n 124In 1401n 160in
R-wager 7)wr&14 "i" R"t TfWMan% Radar,,Ja A"a"W" tol. li�-nauiar TWmang. RWWKOW nwrIttev Reatemuler 71 9, Re.WVuiw TnVIdeng.
Lancing T.Lptr,, Loa-ZA'a Laefing Landes]r MWLwTc'FnMg% Le&ng L.4pa Loading Lancing Luang Lcmdng Ladtnm L-dm Laacing'
2x6x26 LA'alm L-&g L-ft
Aj%m TuboT V
Mullion if T� l
a
I C-4
is
a1
12 5 al as a
170 17- sis 17ma mo vu-o e2i 170.0 1240 M.0 SZ UJ
42 in 170A (120 170.0 435 170.01 744 1170.01 47BI I iu sm 170.0 508 .0 ssi Vat 1488 170,0 S21 170,0 1736 I7Q,0
61, "10 I'M no &I'
48 in 171XO 708 IM 526 170.01 BW I V0.01$84 170.0 M 1 170A MO 170.0 1133 IMLO 691 1710 1275 17x0 On 170.0 1417 170.0 680 170.0 1700 170.0 M 170.0 1983 170.0 ON 170.0 ZW 170.0 660 J
50.821to 170.0 747 MCI 563 170.0 80 Imo 631 17U 1W IMO GN i7G.0 tIS5,I-MO ---
-- 7123 t70-01 1345 1711.0, 747 170.0,1424,17&0 7W IMO IM 170.0 7W IMO'2M 170,0 75e Item M IRLD M
64 In 171LD M 17CLO 612 170.11 9W 170.0 -
IIIII J70.0 ZMJ 170.o !I 17MO =0 170.01 jjI
61 i7o.0 ilia 1110 154 170.0 IM 1 170.0 OW 17a.0 1434 110,0 037 170.01 to"I ITILO &% 1MO 1913 170.0 LU 0-
_T_ ---
80 In 170.0 US 1170.0 -M.0 l0n
701 MG 1063 170.0 797 170.0 1240 170.0 U17 170.0 944 JXG 1594 V&D M V0.01 177111 17(10 2125 IT" 1083 17MO 2479 170.0 1063 V0.0 2833 170.0 1083 w
63h MCI WO PAD 745 t70A tII6 IM.0 aw 170.0 I= 171101 NO 170.0 1488 170.0 1015 17U 2673 170-A-�Q-75 -1-7-0-0 rl-&"--1-170.0 1122 I= 2231 170.0 1169 170.0 2603 IM 1171 170.0 2175 170.0 it7f 0
002 -170.0- IWO 170.0 109a 1110.0 1753 170.0 1155 170.0 ej
66 In 1TOO 974 1".0 789 110.0 1169 170.0 OW 170,0 1364 170,01 1 100 170
-0 1121(1 170-0 2;3W �70.0 1275 170.0 27i7 170.0 12M V0.0 3117 170.0 1288
r 721n I'M.0 10m 170.0 876 170.0 TM JMo - 13a7 2= 170.0 1488 170.01 2M 170,0 ISM IMO MW 47tic ism
I MO 1,015 170.0 11211 17MO !70D 170.0 1228 iTIL0 t9ja 170.0 315 170.0 212S 70.0 IALQ
761 VDA 1122 17(U) 937 170.0 IUS 170,0 IM 170it) 1570 170.0 1209 170.0 1794 170,0 1322 IT" 2019 '170-o 1421 VMO 7243 170.0 150 171XO 2= 170.0 IM 17MA wo 170.0 Ins
711, 110.1 1111 - - -.1 LuLL'
17010 16% 170.3 2m il j 11. 109
170.0 967 1170.0113611170.0 IHQ 170.0 tell 170,0 1260 170,0 1042 170.0 1369- 17-00-207i-17-00-W74 170.0 2M2 170.01 1564 170.0 2763 170.0 InQ 170.0 r. < CD
=3 170.0 1777 170.0 3M 170.0 1706 Y,
9613 170.0 Im IT10 1144 170.01 IN4 117&0 13211 170.0 190 170.0 1420 170.4 2125 170.0 U053 I IRM2 2391 jX0 1783 170.0 25M -J
170,011918 170.0 3119 170.0 2125 15&0 1 3413 170.0 2273 1 13 77-0-0 2361 -Z On
z Q
eat pl?**O 1;4;17 170.. 1232 170.0 t-1 M--1 17-0.0-i�-17-0.0- 1083 170.0 I622 17010 ;IF"0,il- 1...1 3- 161LO 3199 170.0 2338 137.1 3199 150.6 2470 120.D 3199 16W&I Zin
'0
1870
4173.01M 17MM110 IL147 17MO W2Z3tjM0
1".0 14 !; -r *m a to
too in Do 2S. taG 2711 t40.4 2281 MO 2761 126.9 2234
667 7356 521
I C4
IT" IBM 170.0 -- 1700 170.0 Z= 1741,0 1932 t70.0---F- 2149 151.6-2932' I= Z 2L7 2781 118-0 2190 co
III in 454 1704 tM 1704 2e2l mv
120 In 1170.01 1771 1700 1586 170.0 7.125 17(M) 180 15&4 2252 1590 1 at T35-1 U.4 ISM,1 IMI 7T2� 12f.2 It ry x
I., w fD
144 h 125.1 1561 125.0 1443 104.3 1W4 Mi 1425 NSA IW4 91.5 c%j 0
X
<
TABLE 138
Alm -oacftv Table(IbS) ANCHOR CAPACITY ADJUSTMENT FORMULA-
(_,AIICHOR 01A
AmhorTYK 3116-Elea Utmem thr FJw Ukm. SWEW -ANCHORCAP._
subswc 2,1k C*eOWA J=�j Final CW PrWd Amid (DP-)X
AncharClIpPaltems Im, WIT DO Uhm. IfflEkkLnft.w 114'SS ftc SIVitc. VVS80c. 012 Slast
Aon,G� Un� AMmG&tDr Senee(GS)S-005) 5�(W) USE THIS FORMULA TO OBTAIN THE'ANCHOR PRODUCT REVISED
11 2.Vr V 1 2-10 3--fir 1. 2-Irr 1. 2-1/r r 34v 21 DAW- .0,64* --Q,-324' CAPACITY REQUIREIr CORRESPONDING TO ANas with tho Florida
Erearamem03,9000 Crermoe0n}: 144' I-Y41 I-X4' 1,V4' 21 141e 1-1/4' IAw 1-114'--i--1/41 17-0630.011
3& taws' Ivg' ;W. ACTUAL REQUIREMENT NOA-No.
2Anch-Q4JF 014.192} 390ft 3901. 45091e WO 200 16-441-* 797M-5 2800. 3649. 740[be V41is wm - 442 Its 5006. OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchm kW Mkt O.C,I Standad(w Met)Clip(Fig.3y. 100 Ibs 780 ft ODIN 17002. -93-21ba -T08-bs 149010 7481. -F272-it. ismitm, 341 1b ExPimflon Date 05126/2021
882[be US Ibs 1120 Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED
SAnclov I-?t'MhO.Q1SWWwd(w0ftet)C9p n.4� 11806a 1400 ka 1010 no 2%S to WA NIA 90 Ibs WA IWB&a WA p w NIA 136396 ffw-ft MULLION.IT WILL YIELD A MINIMUM ANCHOR. BY
4 AWhM 6 r M&0.0.1(21215 Angle ape I ft.4 78010 7001. bu-tb-. 15601.--litsu. 540 lbs SW Ibs NIA -F6O-Ibs --748 WIN -860 nx 1892IW 682 ft WS Me 1120 1b. CAPACITY WHICH MAY.BE USEDTO QUALIFY
Mlam ads duct Control
SA.h-0 3'Uh O.C.1 J2)7.5 A110.%pe I(Fig.8T 15W]be -1501- W 3120M 3792166. 108aft 1120 WA 1621)]be 14981e tig-lb. --984-1b. 2240 IN NAL ANCHOR OPTIONS FROM THE
2x3An9I.cFp-/ft?)! I"W"' molb. 14401he 3M Ia.1-_W-A+:WA 13ZU the WA I j WA I WA 2045 am L Me ADDITIONAL
1770�b
U 4p
Ahm 0 1,34!Lft Mr,I Kr IPA WA 1 WA NIA 1430 1b, ANCHOR CAPACITY TABLE.
4 ,W..125'Ahm.M OX WA NO, A A WA N/A
8A.bm 9 0.64'Lft G.C.I U4XV,fffla.12V Alan.ft. WA I WA WA
2ANho 2881 be F-2000 1
�341 In. 442[be 5W a.
4AN,ba It): 5901b. 7002. 05ft I WA I 4708. I_IiiA_ I_SnF. L-WA 682 ft 685 11 11201.
NOTE--FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP, TABLE NOTES-
FIGURE 1; FIGURE 2: FIGURE 3: FIGURE 4: FIGURE8! FIGUR99:FICUREII: FiGUIE11:
1131
tIt'
148.4 7118 113,8 2032 128-0 2160 874 2'%12 115.1 2126 85.4 2W 108,3 2M
2W DIA IdDil
IW 44.4 IM
I 214VO IN
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. 00
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS
21-23.HOLES TO BE DRILLED IN THE
FIGURE FIGURE 7-. SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.FIGURE 5: FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON No.58705
ANGLE
CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICAMONS.HOLLOW AND GROUT-FILLED =-O z
SM)
CONCRETE BLOCK VNrr(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRMURE-TREATED
K"
5-7) YELLOW SOUTHERN PINE WrTH AN SG OF 0.55.ALUMINUM SHALL BE 606345 AND BE A MINIMUM OF.125"
MUST BE
USED IN THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND W THICK(I a GAUGE).STRUCTURAL STEEL TO fl
PAIRS. BEAT 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 ST 2*XIrX2S` A. EWE,
EEL,18-8 S.S.OR 410 S.S. MULLION
FL P-F.*58705
TABLE 14A
Mullion Capacity Tablo P"Ile)
Opening Width(farverlilcma 3p9ry i mu'Uom)crCpentng Holght(forhorlmnla*SpennIng mine m)
Sol. so In 701n BOW go In im h 1205r 1401n leD In
WO
R-d-4w- P-UrqAW TmWTrJu9 RKUWLar Tr4yrftm. PdanWz T-wrdwu R-W%14. TrVkwg� 'wr 14- R-oaply Rft%Tclbr 71willms Rectmauor 1 11moly-4
120'x2.11" 1-o"(09 Loaft ft LaL..drg LOWInj L'.dni LmdIng
L-WIN; Lowire Udrg L...dtv Lft Lomdkg LoolInj Lo dm Loadre L..dlrg Loeury p w
X.1261 Alum a
Tube MI] gag ygr
c"I
12 z
-L
21 1 X111 ' I- 1 11 1 1 7 w
42M 14421 SM 167.0 428 120.2 528 148.9 410 Me SM 13EL8 414 MI SM IRS 411 Ml M 134.1 411 72I 08 1341 411 Sal 6M 134.1 411 1 51.3 We 1134.11 411 4&1 SM IXI 411 0
4811 918 403 1010 M MS. AM 94.7 30 69.0 433 30.4 320 604 4Q3 61.4 317 -IM7 403 78.1 315 483 403 78 1 6 314 1 40.2 408 78.0 314 34,5 403 71LO 1 314 30.2- 403 MO 314 :1
51=5 In 823 382 Ste 301 Gma 382 79.3 294487
--- - Z)
See 362 71.9 289 51.5 3Q]67,2 289 4S,7 302 1 64e 284 1 4" 362 eae 283 343 282 63-6 283 29.4 302 615 283 287 aQ US 283
18 60.6 256 319 1212 -
64N 67.8 WO 74.1 287 fA5 318 64.2 261 43.5 316 57.7 250 42-4 310 M6 253 37.7 a ale 4155 2as ale 48.1 240 24.2 316 4RI 248 318 49.1 2W m LU
60 Nk 49e 258 6&1. 219 41.2 258 45.7 214 35,3 250 40.7 210 30.9 291 372 207 27.5 2W 31LS 204 2AU 258 33.4 203 We 258 322 201 CD (4)
ILI 258 3Z2 w
=0 35.8 234 39 192 20.7 234 31,G IM U7 234 M4 - -- 21 CD
18 JT195 2341 34.7 -j- a,
IW3 T1, "*-.7 134 108 214 23� 134 17A 2M 20.6 183 15.3 Z34 2ELS Z34 29.5 183
213 .4 183
31.-0 213 299 IN 213 7K0. 173 2ae 13 25.1 170 18.8 213 23.7 169 18
27.0
z
72 Fn 288 ve 30.1 -16-5 77.579-' 579 Me 162 20.4 2&3 N?1 161 179 01
1W 2ZO 149 79 178 z
_;i72
._ 16,
TBN 3 161 1214 4; rC 20.3
161 21.6 137 IFTA 0
225 M2 23.5 133 Me IQ IRS 3 5 9z
TABLE 14B cm
AnchorCsom Table Pbs) ANCHOR CAPACITY ADJUSTMENT FORMULA. 1� z
s wit 2.7k 001MIN, FDWC4CU- PT Wood 1 mea (DP_)X(WANCHI 0 R=,:,- CD
m -I - momcmu -ANCHORCAP._
Amkrl�p& 31 Elco utmon W EkotZmm TA-SSEko #tested 02st.1 fA2ST.N
Anchor Cap Peftrns t CN
Stew(GO)serm IGA Sc"P5) USE THIS FORMULA TO OBTAIN THE"ANCHOR
I3-116^ I 1- 4-22- 7 R4&' O.Sr 832-- CAPACITY REQUIRED'CORRESPONDING TO AN
x y
441 tars1-1/4'
V.. N0
ACTUAL PRESSURE REQUIREMENT FOR THE
IT IS LOWER T14AN THE MULLION
CAPACITY(FROM THE TABLE)OF THE SELECTED d z U)
MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY V441CH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS
ANCHOR CAPAC(TYTABLF- PRODUCT REVISED
"ElV"th the Florida"M
NO 17-0630.0i
E-Pinatlen onto 05126/2021
TABLE NOTES: 13Y
Mi. a roduc Control
i)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND sHEET25 FOR INFORMATION ON LOADING.
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3)MULLION AND i
I I IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-2&
MULLION CUPS SHOWN ARE NOT To SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23.
HOLES TO BE DRI2.116"
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FIU-ED .12V
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C.90.WOOD SHALL BE PRESSURE TREATED LYNIV
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-75 AND BEA MINIMUM OF.1251
THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL To BEAT
LEAST,125'THICK AND A3a ALL ANCHORS INTO mETAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) N0.68705
THE MATERIAL#10 ANCHORS INTO WOOD MAYBE STEEL,I&B aS,OR 410 S.& 7-
n
FATE Lr
110
RN
-','11'/6i,VAL
A.NN Mi R.F.E.
FL P.E#58705
TABLE 1510 - --- --- - ------- o�n
MuIQort Capacity Table bsif!o - _ - -- --- ---- -- - - --- -----_ -- n
opening Width(fa vsrllcalyaperairg nntllan)or Opening HoiBM(tonccrimrtely4p9mirg mWlmv)
501. 60 M 701n min 901n 100 In 1201. 1401. 1601-
r
601r I Tmp'I6eng. R mn9dm TmpM=q. Reetu*,r Ths"TeM fuctmi0uhr TMpROarg. fiedarpdar 7tay0191g• RactaiBtlhr 7tep Law. Rn�n9dar hapmlerg ReG14n91S Ift",4
326'30 La06hN laodn9. LModn9 Lm&q Laadnp IcedMJ Lmdna U-9`11 1Mdln9 U-ft Lm fn9 Loafing Laadng Loadgq Loedr79 L-dnp Udw Wong 0.Yy U
DEG.AL € r � p _ LL
BAY MULL ILL �1 11 1 �1 �1 a a& � $€ a % v
�� a�a$ {y� �� sg5r 5 g g$ 5a� y�t gb s $ § t8 6 a q6 '`�r§i gy' Fye sg rn UI
`� R rr �8 d i� a f� d` §'!'. Z H � W
41. 170.0 620 170.0 430 170.0 7K 170.0 47E 170.0 aha 170.0 606 170.0 170.0 519 170,0 1116 170.0 627 170,0 1210 170.0 021 1740 1488 170.0 621, 170.0 1715 170.0 621 149.1 1740 170.0 e27 w i y
461n Inc 708 170.0 624 170.0 950 170.0 584 170.0 982 170.0 OW 170.0 113.9 170.0 601 1740 1275 170.0 677 170.0 1417 1711.0 680 1522 1572 170.0 600 130.6 1522 I 17x0 680 1142 1522 1740 660 W � Ir
Sa6261n 170.0 747 170.D 50 170.0 US 170.0 611 170.0 1046 170.0 864 170.0 1195 170.0 723 011) 1345 1740 747 1642 /M3 170.0 759 138A 1443 170.0 758 117.3 1443 170.0 738 7028 113 170.0 766 W o �"
54 In 1740 707 1740 612 170.0 458 170.0 691 17U 1116 170.0 764 170.0 1273 1700 80 160.4 1353 1700 657 1M.3 1353 1740 aW 1243 1353 170,0 861 1031 133 170.0 881 902 13M 170.0 ael -KI m CD
60 In 170A 865 170.0 701 170.0 1063 170.0 79r 167.0 1219 11110 676 1461 1218 170.0 844 129.9 1210 159.5 036 118.8 1218 ISM 924 87.4 1218 146.1 913 53.5 1219 146.1 913 73.1 '1218 1441 813 a h V (O z
Din 170.0 MD 17110 745 170.0 1116 170.0 850 1602 1160 1646 03 131A 1150 153.0 814 118.E 1150 141A am 1041 1130 1342 586 87A 1150 1267 871 75.1 1160 1282 670 65.7 1150 1282 070 tj W
a
w1. 170.0 674 170.0 769 14.4 tow 1r3A eel 130.6 1049 14s5 BB4 11{10 tow 133.1 e50 107.9 IMS 1234 539 B1A tag 1146 610 762 103 1064 81 60.3 1We 1602 616 57.1 tone 10az 018 Z V1�
{s 1 J 1y bV
72 In 140.6 860 147.8 764 117.0 660 ima 74a 100.6 am time 734 solo em 100.0 772 762 590 920 712 70.4 600 a82 753 68.7 BW 792 6'93 60.3 600. 749 eee 44.0 600 7610 m9 W U �Z
761. 179.7 700 726.7 e90 995 790 108.0 876 85.6 700 532 663 1..8 790 639 64 603 790 748 847 89.8 790 71.7 835 18.9 790 60,1 B4 42.0. 790 62.1 618 37.4 780 875 817 Q '� n
'd 78 N 710.0 790 1115.5 697 91..3750 961 644 70.1 760 85.9 6:52 532 760 77.7 821 01.6 750 70,8 612 65.1 760 65.7 605 482 760 38.{ 594 995 790 SB2 589 31.6 760 60,6 688 - i Z Q Q N
901. 721 W3 74.4 CAO 60.1 sm 928 491 61.6 693 64.8 483 45:1 50 489 475 40.1 50 53.4 40 341 667 440 4s2 90.0 553 962 452 253E 653 33.3 445 225 W3 31.0 442 F -Z m Z
UJ A
96 N 59A 496 81.1 443 49.5 US 51.5 435 42A 495 53.8 427 37.1 445 39.9 421 3310 405 341 415 28.7 494 332 409 74.6 495 29.1 4CO 212 495 28.6 '&-4 140 495 25.0 300 - m In Lu In Lu v
2
toe In 41.7 '391 42.6 353 34.0 391 Sall 310 29.8 301 31.1 342 241 391 27.6 337 232 381 24.9 331 20.0 391 226 328 17.4 391 19.7 321 14.9 301 17.0 315 .-
111 N 36 302 33
4 370 3 32.0 370 33.0 330 2'79 370 28.0 33 24.0 370 243 320 21A 370 22.6 318 182 370 20.B 312 1610 370 16.1 305 ® W Cn
0
120 N 31A J17 30.9 288 25.3 317 28.0 284 21.7 317 225 250 19.0 317 10,9 276 149 317 17,9 Z73 Q L.) co Q O O
7141. 17.6 220 17.8 203 d 0 Z 10 Cn
TABLE 15B ANCHOR CAPACITY ADJUSTMENT FORMULA: Q
m 0 s:0
Anehor Tabic bs - ANCHOR CAP.,„,,,,,,
suet 2.71CCancrda 3-%C0n0. dwcmu FMd CMU PT WOW MebO (DR-)X( �=ANCHORCAP.� PRODUCT REVISED
5118•Eloy 1IP SS Era 51W Elm 174.88 Elco 410 814d 1h261ed 01257ed MULLION CAP.,,,,,,,.,
Aneh:r T - 31t�•Elio ulraeen 174'El.1710e- WIG'Elko Uf r=n 114•Eko 1116aom v9 Building C1n8 with tho Florida
Anchor CUP Patterns uitrecon appta(ia7or 1f4racon aaae6ata 6artw(c>s)snow(0.5) ettat Its) USE THIS FORMULA TO OBTAIN THE'ANCHOR Building Cada
Ec9e DMcm M 1• 2-172• t• 2-trr 3-v9' 1• z•12• 1• 2-tr2' z• 3•t7s• r 0.46• 0.54• 4324• CAPACITY REQUIRED'CORRESPONDING TO AN HOA-No. 17-0630.01
Embednad Ent 741.' 1474' 1474 13V4' r 1-UC 1.1/4' 1-174• t-114- I-im, 1.114• r 1.318' fare• lariee ACTUAL PRESSURE REQUIREMENT FOR THE
2 Manure@5'531..0.0.1 Q)2r5Au9b Cape 70-7p.1Y � 390Om 490 roe 690 O;e i7001M 2700m 260/64 954164 760 I0a 9741bs 720 Ne 960 ne 591 Ib4 443104 0500.E OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/2612021
a Arcnae®3s 60n O.C.f R)2-5 awe cfiw 7(FID.27: 790 ba leo 7ha leo roc 1070 n• 2925 e» 540 au 6001 1 Wa n2o We 748IDs sell ma 1544 B 602 me ws lm 7120Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED By
B Ando 0 2.71'MIn O.C./R)2t5 MBIA CII /Wb.3): 112011 112014, @S0.me 22461be 22541m WA 440 im w0. 705E un 6010 1320 fm WA 1022lba 1327 ma Two me MULLION.IT WILL YIELD A MINIMUM ANCHOR Miami-D I e Pro not Control
CAPACITY WHICH MAY BE USED TO QUALIFY
-- ADDITIONAL ANCHOR OPTIONS FROM THE
FIGURE 1:
ANCHOR CAPACITY TABLE
TABLE
�SHEET 1 FOR INSTRUCTIONS ON USING THE
SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.LES AND SHEET 25 FOR INFORMATION ON LOADNG.
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. - 1111 11 11 7 7 7 7
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE-FOR EXACT DIMENSIONS,SEE SHEETS 21-23. - •725W' `�1�� ,••...,N,y����
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23 30, 't� }GENS'• �(
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Q & •'•�(n�
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACf 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3• ^7};' No.58705
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL BE PRESSURE-TREATED .1
• • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BEA MINIMUM OF.125'
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 TWD.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT A•• -tPAT, '.•Iir
LEAST.126•THICK AND A3&ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND Ory - 131 1-••.,
• THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. %�S1 '•.<ORIDI*,.•'.���� .
ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS.
A. Y-�IvIlEllt ERCP E
FL P.E.#58705
TABLE M ---- n
Mu6ion C o Tabu bWlt' - - - --- - ---- - .
Opening VAdth(tor77s8n arrfrg mdDons)orOpar inp HeipM(for 1`0rimrtaPy-9pamir4g mLCbm)
501n 601n 70in- am in 901n 1004, 1m in, 140 in 160N
R9c1a1mula TwIdan9- T1p17dmm• RmhnDdar Trep7dam. PNelaRgL r TnN1✓Trt2ni;. Reda.Ner lwmanD. 17ad..9dar Tralrfdmg. Raeh11#.ear T1ap--. Raelen9Wm T"I'r-ne. ReCanpda T1>9YTAmm. .
3.26'46 tom9m �nD Lwd.O lmdn9 l9edtm Laedam LmTm9 Lo.4.9 Leading taamn9 LeadnD lmdng laadNg Leading Loadng LaaMD Leading lnadn9 oY V
DEG.AL
BAY M
LL
ULL
5� E g >: is b� 8 >,e gs fa U)OR N tri
0 LU
421. 170A am 170.0 435 110.01 744 1170.0 476 J70.01 EM 1170.0 508 170.0 992 170.0 519 1700 1116 170.0 $21 170.0 1240 1760 521 170.0 1488 1170.01 521 170.0 1735 170.01 521 160.3 1671 170.0 521 N J (D
40 In 170.0 708 170.0 624 170.0 850 1700 584 1704 1 R92 1 170.0 03D 170.0 1133 170.0 681 1760 1275 170.0 677 170.0 1417 170.0 1 880 103,7 1637 1 170-0 660 140.7 1837 170.0 680 122.8 1037 170.0 880 EL
50.8250, 170.0 747 170.0 863 170.0 696 170.0 a31 170.0 1048 170.0 684 170.0 1195 17x0 723 170.0 1345 170.0 147 170.0 1494 170.0 759 147.1 1552 170.0 758 128.1 1552 170.0 768 170.4 7652 170.0 766 W C3
54 N 170.0 797 1704 812. 170.0 959 1700 691 170.0 1118 170.0 754 170.0 1275 170.0 503 170.0 1434 170.0 637 1652 1455 1760 958 1203 1455 •170.0 681 110.8 1455 170.0 861 87.0 1455 170.0 691 M to
W
6001 170.0 US 170.0 701 170.0 1053 170.0 797 170.0 1240 170.0 678 157.1 130.9 170.0 BM 139.7 1309 170.0 989 125.7 1309 IMM 984 104.6 13M 157.1 862 69.8 13M 157.1 662 Me 1790 167.1 962 co
63[a 170.0 900 170.0 74S 170.0 1118 170.0 650. 1629 12p 170.0 910 1425 1217 164.5 96:1 126.7 1247 1828 885 114.0 1247 144.0 952 95.0 1247 1302 938 814 1247 135.7 915 71.3 1247 1357 Rig 27 W
z .0 D- m x
88tH 170.0 074 170.0 78H 170.0 1189 170.0 90.1 1464 144.93M5.7
885 128.8 1190 147.8 945 115A 1190 1305 80'8 10.9 1190 1204 914 669 1190 119.5 696 742 1190 118.1 893 64.9 1190 116.1 693 Of Z c< eU
72N 161.9 +010 16HA 677 134.7 1010 144.1, B.SB '1154 862 101.0 1010 114.7 6m 68.6 1010 1056 817 Ama' ID1D ate 80'7 872 1010 90.6 785 67.7 1010 87.8 790 50.5 1010 97.7 705 W � J y5y 33L7
pCoe` 5 n�Z
,761n 137.4 905 143.6 792 114.5 908 1220 775 88.1 am761 859 905 963 749 76.3 906 682 739 68.7 BOB 823 729 572 9M 743 718 42.1 HM 71.2 710 429 906 70.8 708 N _j �
C r r
S .78ia 127.1 881 132.5 754 1059 881 1125 735 90.8 725 78.4 a51 663 713 70.6 051 81A 7M 63.6 881 75,4 694 510 861 611.1 681 45A a51 54.8 905 '39.7 881 83.7 902
Bain aZ7 648 55.4 574 668 846 72.1 564 58.1 664 81.7 '9N 561 545 48.0 816 SDA 537 41A 818 47.0 530 34.5 848 413 519 29.9 056 382 511 25.9 646 38.5 507 Q m ZCD
F W�
gain 652 566 70.1 506 68.8 588 58.1 405 48.7 491 42.8 565 45.8 403 37.9 668 41.4 476 34.1 590 38.1 470 24A 608 ]]A 459 2t.] 686 10.5 452 21.3 Sea 28.7 147 - a .�
1081. 479 059 48.0 405 39.9 449 413 398 343 393 22.9 449 M3 357 Me 440 28A 362 23.8 448 241 377 20.0 059 22.7 We 17.1 148 20.4 361 15.0 44.9 109 358 N W R(7 0
1111n 44.1 423 48.1) 385 38.6 425 37.9 379 315 425 1 328 373 27.6 475 .28.1 361 24.5 425 283 382 221 425 24.0 356 19.4 425 20.7 350 15.6 425 108 343 ID fQ f!)
1mN 34.9 361 35.5 331 293 361 28.5 3m 249 394 25.8 321 21.8 364 22A 317 70.4 384 m5 313 17.6 364 167 309 U v
INN '102 733 mA 233 1E.8 Z53 17.1 230 D•r Zm0 sD
TABLE IBB ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anchor Ca x Table Iba ANCHOR CAP. ,,1
saiaaafe z7tC-.1% 3.5k cc.. 1199e5cMu ReadG6u PTYV d Mmol 10�)X�MULLK)NANCHOR CAP,,., PRODUCT REVISED
918'fbo IMSSEko m16•Elc9 1!4'IISEko 91031-1 1128tee1 612 Std as Gompl&n with the Florlda
AnWmtype; Y16'Ebo UlDeam 1(4'EbH lA.eom 3116'gco Ulbacan 1!4'Eko Ultrecon gg
Anehor CBp Padema ultracon ApDmcater IBuacon .0119.:6616.Beew(os)8uew(es) Bue1r(G5) USE FORMULA TO OBTAIN THE'ANCHOR geld Code
Ed06 Oshme(hk t• aur 1• 61/7 3.1/8• 1• 2-'62' 1• 2.1/7' r 3-116• 2 D.N• 0.54• 0.324• CAPACITY REQUIRED•CORRESPONDING TO AN NOA-No. 17-0630.01
Embe6ne a On 13V' 1314° talo' 1314• 7 14/4' 1414' 1-V4' 1.1/4' t-t!4•- 1•U4' Z tare• tale• vade. ACTUAL PRESSURE REQUIREMENT FOR THE
2Anuma®5•mn O.c.l l2)a,sAlmte /lFla 1k 360 ]B0 a as0 u,0. e90 ub +700 m n0.w0. 28r11m 354 516 7404m 374 m. 726 fee Baa ma 5411m 44214 Noma - OPENING,W HEN IT IS LOWER THAN THE MULLION Ex0ragon Date 0 512 6120 21 �
4Am+10a 033•Me.O-C,I M 265 Angle QPs1IB9.2k 70016 780 Na 703Iba 1570 ma 25x7 340 w0. 560156 WA 1 112011. 1 7481ba 860 ne 1882na 682 ft 118515. 11201ba CAPACITY(FROM THE TABU)OF THE SELECTED g
e And Hm®z7r Min o,z 1 R)2.5 AnWa cepa/ a.3k 11201h. nmlbs 956 roe M46 m. 2 M- wA a4o 14 NA 105914 WA +3m Na 79A 10229v 13u 156 1660 u MULLION.R WILL YIELD A MINIMUM ANCHOR
_ CAPACITY WHICH MAY BE USED TO QUALIFY Miam a aet Contro
_ ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
FIGURE 1:
TABLE NOTES:
1)SEE SHEET 7 FOR INSTRUCTIONS INSTALLATION
N USING THE TABLES AND SHEEP 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-0 FOR GENERAL INSTALLATION METHODS. •
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 2:
3)MULLION AND-MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. �``QNY LYl�In/
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125' 45'
a a e FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ;'• V 3F•';��
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3750° _�.: No.5870.5
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED -
e e e YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TSAND BEA MINIMUM OF.127
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 45*BAY 7
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3SCREW THREADS BEYONDMULLION %�T TATE F
a a THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18$S.S.OR 410 S.S. i FS'•• ORID?`. •����
ANGLE CUP(FIGURES 1-3)MUST BE USED IN PAIRS /771S��NgqL EN 4`�`
A LAMN IN114L P.E.
FL P.E.#58705
- - - -j i.000• r•- _`1 1.00a r-- 1-1.0001-+ t•-1.zfio°-1. lie
.125' .i2E c
.125' .125' 2.750' 2.750° .126" 3.125' .125" 3.188• $Y u
2Q4Q' 2.000° .125'
2.116' N
.r2E .265^ IIL � U
Z �
375' 375' .500• 7- .12E N
Oto
1"X2"XA2EMULLION 1'X2"X.375"MULUON 1"X 2.75'X.376•MULLION r•X 2.75'X.650'MULLION 1"X3.1WX.5•MULLION 1.25'X 3.188'X 28E MULLION 1.26'X 2AI"X.125'MULUON O
"8063T6ALUM. 6063-TS ALUM. 808346 ALUM. 506376 ALUM. 806376 ALUM. 6063-T6ALUM. 606376 ALUM. v.0 ¢'O S
%SECTION XSECTION XSEC710N XSECTION X-SECTION X•SECTION XSECTION LU Nas
-f-{f--.125' r-.126• . -H M-.1Zs" 1�.. _O m iW.7
II g in
STANDARD CDP I 2X5 ANGLE CUP 7 . TABLE A z Z W d X
6663-TS ALUM. D(mens2on YntuC n �_ U
2.000° ((I 606376 ALUM, i<) For Mullion:
X-SECTION i 2.12E .
UCDP 2.000° XSECTION -j 0.
A 1,825 .� O Z
I 6083-T6 ALUM. 1'X2•X.125' ¢
.125" X-SECTION .125' B 2854
O O.t5 Aluminum z Q ¢
.125'r} c D 0.740 Tubb Mullion F z Z m m
-•i,740•F� A 1,125 n Z--9
5.500• B 2,404 1'XY X.3757 n LD O
52
°--312E CUi HERETO 375" Aluminum
® J to
.375° -'"'"'1_CREATEFCLIP,SEE MW177
. 5.000• C 0.635 Tube Mullion ~
MIN. r DfTAALF•SHEfr4 .376'MIN. D 0.490 U ¢ O O
.338°MIN. d'.. Zm� CA
r-------� r-------� r-- ------------------ A 1.875 g O s0
I I I A A I U-CLIP F-_ _ _- B 3.000 tti'
�- ----- -------' 6083-CLIPALUM. �- -------------------a - 375AILenin U -�
TOPVIEW 2X5 ANOtE CLIP C 0,757 Tube Mullion
�- 60TCP%AW D 1118 PRODUCT REVISED
STANDARD CLIP TOPNEW os eo"Plyyi1ngg with the Florida
TAND6ALUM. CENTER OFANCHOR HOLE MUST LIE WITHIN THE A 1,312 LiundlnS Co6063-Tdo
DASHED 80UNDARY.SEE SHEETS 878 FORTHE B 3000 1•X5"X NOA-No. 17.0630.01
z
ANCHOR HOLE MUST LIE TOPVIEW CENTER OF LIE ANCHOR O.C.DISTANCE.MAXtMUM ANCHORHIN THE DASHED ANCHOR
SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER*1116•. F.plraBon Date 05/26/2021
SHEETS 5-i7 FOR THEANCHOR O.C. WITHIN THE DASHED C 0.476 Aluminum
DIS7ANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE D 0838 Tube Mullion By
/
DIAMETER:ANCHOR DIAMETER+1118", SHEETS 5.17 FOR THE Mlam, Prodoet Conf��
ANCHOR O.C. TABLE B _ A 2000
DISTANCE MAXIMUM 1°X3.125`X
5.504' .376• ANCHOR HOLE Mull Dimenslon(sbBetf)} PGT Part# _ B 2.637 506+ 26'
DIAMETER: 1116'. Muflfon Std.Cfl OHxtClf U.Cti An le Cli C 0.853 Tubo Mui
Al m
375• - � MIN. DIgME7ER a iI16, P P P 8 P D 1.137
MLN 1"X2"X.125•(5) 6660.5 666113M 6661118M 666243M 666511M A 2.826
I---- -------I------------i 1°X2'X.375"(6) W6006 666r14M 6661119M 666244M 888512M 8 3.262 1.26°X3.188°
1"X2.75"X,375"(7) 66607- 666115M 6NI120M 666246M 66W13M C 0.862 X.285'Alum
Tube Mull
---�-- D i B 1"X2.7FX.660"(8) 6%W 6W11SM 6661121M 666246M SM514M D 1.762
1'X3AW X.WT(8) 6SW7M BWI I16M 6661114101 SM42M 6665i5M 1,28"x2.11' ���t QNY LYNN
A 1.813 .121'Alum y:'S"`�.••..•. •...'. j
I I 1.25'X3.188'X.265'(12) 66641M 6661117M 6661113M 666241M 666516M Tube MW! ��: VtcENSF (��
u-------' ----- p
1.26°X2.11"X.128'(18) 69370 WA WA WA 868517M. No.58705
= *' c*;
C OFFSET CDP NOTES: -�
12E 6063-T6 ALUM.
i TOPVIEW - -• tr`
1)HOLES TO SE DRILLED IN THE FIELD FOLLONNG DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET, ���
740" i
.
2}SEE SHEETS 5.9,t2&18 FOR 3tKi �i�'•••.. I
GESTEO,APPROXIMATE HOLELOCATX.)NS&ANCHOR O.G, �'t ORIOP_..DISTANCE. �t7StSj Nom`
3)SEE SHEETS 2.4 FOR GENERAL.INSTALLATION METHODS. A. �I °4�'.E.
FL P:E: 8705
I
-1 1.000° 1- --1 1.000^ �- 1.asz°-I�
_ Tao"
.02
.385• --- - -- -- - � _ - - - - - --
.062' .126• �(--.125 �'
062° o
.438° I I (r
4.000" .125'STANDARD CLIP
4.000' 4.000` 2.825 2.000" 6063-T6 ALUM. I 2.125" 2.000. 2X5 ANGLE CLIP
X•SECTION U-CLIP 6063-Te ALUM.
.125' I 18083 TB ALUM17. I XSECTION .126' N
1217 125• .125" X-SECTION L 9 a 9U
rn „wry �
.037° T O Lu
.125' S
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J fn
.125 155• DASHED BOUNDARY.SEE SHEETS 10.20 FORTHE rn
.375 375` ANCHOR O.C.DISTANCE MAXIMUM ANCHOR = 2
HOLE DIAMETER ANCHOR DIAMETER+1/16•. LU 00 p U)
1'X4'X.12W 1'X 4°X 275 1'X4'X.375' 5.500' m Z M O
MULLION MULLION •T"-MULLION CLR HERE TO 6.000' 375 O LOU
608370 ALUM. 8083-Til ALUM. 6069T8 ALUM. 375• 3.126" _CREATE FLLIP,3EE •375" ��`MIN. ZZ
X•SECTION XSECTION XSECTION MIN DETAIL F,SNEET4 Z s. Q
oiaronm eU
TAarear 1.594° t251r r--------I I r--------I .375 CENTER OF r--------- -----------i .375° Z
1.594' I I I I ANCHOR HOLE I I N O O
MIN.
MUST UE WITHIN I ,�.1 Z z
I I I I THE DASHED
I I I I I I BOUNDARY.SEE j I F UQ Q N
I I I I I F SHEETS 10.17 Z
2875" I --- 1 I I --- I E FOR THE F j--------j ` Z.Z ao r'n
I I I I ANCHOR O.C. I I )q a Q y0
•100• 3. I I I I I F I DISTANCE 1 I U Z
MAXIMUM t�Uy O Y Y
3'250' .100° 3250. I I I I I 1 ANCHOR HOLE j I T J 52 CO
I I 1 I DIAMETER: I -------� F- 0 38
00° L_______J ANCHOR L______________ (� ^2 O O
.100' .624°
DIAMETER 1/181. pQ.,x to (n
XS
4' STANDARD CLIP U-CLIP, 2eowwTe ALUM. �O>,O
808378 ALUM.
•820" b20' - 6063•TBAWM. 8083.78 ALUM. TOPMEN
1.260• 1.250 CENTER OF ANCHOR HOLEMUST LIE 83-T6ATOPVIU 70PVIEW
+{ .1120' f^ 'WITHIN THE DASHED BOUNDARY.SEE PRODUCT REVISED
126X 325'X.100' 126'X 3.25 X.624• 1.25•X 394'X.624" " SHEETS 10.17 FOR THE ANCHOR D.C., TABLE C TABLE C,CONT. as complying with tho Florida
MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dlmendon Valua(In)Far MWllon: Olmenelon Value(In) For Muillon: Building Code
6005-T5 ALUM. 6005•TSALUM 600576 ALUM, DIAMETER:ANCHOR DIAMETER+IM6'. NOA-No. 17-0630.01
XSECTION X.SECTION X-SECTION ALN F 3.687 1'C4"X F 1.938 1.25"X3.25"
G 1.000 .125` G 0.500 X.624' o Exptratlen Date 05/26/2021
3460" H 2.680 Aluminum H 1.438 Alumlmml
2.661' Q
376" 5.500" 375 I 3.000 Tube Mullion I 3.250 Tube Mullion w
-�{ F .9.187 1"X4"X- F 2025 1.25'%3.04° w Miam ade ro u Control
1.3T7'� 12 MIN. G 0.757
,975' G 1.125 X.824'
H 2430 AlwWnum H 1.500 Aluminum
1 I 1 I I 3.000 Tuba&"N I 3260 Tube Mullion
I I I I I F 2250
-1.26'X3. F 2813 30'Ba MWI a
i 1 I I G 0,7b0 X.100" F 2.675 45•Be MWI
.125' ,26' 2260° i i I i 1 I H 1,500 Aluminum
�• I 3,250 Tube Mullion
I I I I H I z i
I I I 1 ei 1111111/ll!/ i
,125CI745-BAY MI I I I TABLED w `
30'BAYMUWON 8083-T8 �_______� 1 �_ _____� Mul101menelon POTPartfl `�.`��ON.. N�1i
8003-T8 ALUM. I X•SECI (eheet� Mullion Bid.Clip Offset Clip U•Clip MOIe CIIP a 1,lCENSF'•.4�
X-SECTION OFFSET CLIP 1•X4'X.126`(10) 69364 686111M 6661122M 666241M 666516M z.126' 606378 ALUM. 1'X4'X.375`(11) 68610 6Wl12M NOI123M 666242M 666519M NO.6&705
228,11-•.981,--� 226°J �--981'•- TOPvE 1-X4'X.375'T(11) 68853 668112M 6681123M 865MM 688819M °- - _
NOTES: .740'
1.25'X3.25'%.100'(13) 20180120312 6681127M11 fi661124M 6682410M 8665115M 1 61-12
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. J 126'X3.25'X.624'(id) 20,6120316 66ilH28M B881125M B68T441M 8669116M ��' :��'•.• STRIO '
4.25X3.94'X924•(15) 20162 6881117M 668112aM 66MIM SM17M �i� •'• ORIOP.•'' \``��
2)SEE SHEETS 10,11,13-15,10&20 FOR SUGGESTED.APPROXIMATE HOLE LOCATIONS. 30 De9n;a(19) X649 WA WA WA 800571oM �`/S�0NAL,E�G�`
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 450ea-(20 66650 WA WA NIA 8665111M
a A.LYNN MILLER,P.E
�, FL P.E.#58705
TABLE E
Mull DimensionPGT PartB
(sheet 9) Mullion Std_Clip U-Clip Angle Clip
_FX_N'X.2V(1B)j 66602 666261M 668271M 6685112M O
rX6"X.25"(17) 66604 666262M 666272M 6605113M STANDARD CUP U-CUP L2X5ANGUECUP 6063-TBALUM. 6063-TS ALUM. 76 ALUM.L T
2.000• X-SECTION 2.125' I X-SECTION 2,000• ECTION r`
NOTES:
N
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING I •1 1 .125 125' _ Ti U
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. I z N N
2)SEE SHEETS 16.17 FOR SUGGESTED,APPROXIMATE -- 4•^1.490'-•-i W
HOLE LOCATIONS. 1 490' T O N
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 0)
5.500' g A
CUT HERE TO 5.000• 375 C1 U N O o
3.600"�''� CREATE F•CUP, m
2.000° .375 'r r F.
.375 .375' MIN. F ZO
MIN. r_SEE DETAIL FSHEETd FMIN.
N z
Tl Oz ZLU' mr--------------- -------� - --------------------- W
g$$
1 i w p 6 p
as 6 rcz
4.000'
3.438• + 3.438" L-_^-_-___I e U
.250" r 4'X_'F I I
- MULLION I I 3.438' j I ~ ✓e o 80
8083.78 ALUM. 1 I I I I E
XSECTION I I I L I I .375° Z m
L_ __I___ ______________J MIN. N W O Y Y
______ _ -- J
L- STANDARD CLS 2X5 ANGLECUP t7 U -¢ 'O O
UUP,808370 ALUM. Q
/CENTER OF ANCHOR HOLE MU5T UE 80TOPM W SED FOR r X 4'MULLION,SHEET IB WITHIN HE ANCHOR HOLE MUST LIE 6083•T6I LV a Zm0 s(01 0
.25D' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOFVIEW
SHEETS 16.17 FOR THE ANCHOR D.C. SHEETS I6-17 FOR THE ANCHOR O.C.
DISTANCE MAXIMUM ANCHOR HOLE CENTER OFANCHOR HOLE MUST UE DISTANCE MAXIMUM ANCHOR HOLE O o m
DIAMETER:ANCHOR DIAMETER 1116'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1116'. PRODUCT REVISED
SHEETS 16-17 FORTHEANCHORO.C.- os comp)In with tiro Florida
DISTANCE MAXIMUM ANCHOR HOLE y g
5.500' Bwlding Code
'CUTHERETO DIAMETER:ANCHOR DIAMETER+1116°. 5,000• NOA-No. 77A630.07
2000' 3.500° ^1 CREATE F•cFP. -
(- -� MM. r-gH,�,rALF. MIN- �I-'MIS Expiration Da 5126!2021
375' By
_____ -----____ L_______i _ T_____________________7 Miam. 0Prodoet Control
I I I I I 1 I
I I 1 I
I I I
I I
I I j j •
.250• 6.000• _�__ �__ __ 4.888' Q t 5.438' + _-_
1111111/
5438' 6.438' 1 �` NY.LYNH
a�..
Y X 8'x 2^i 1 I •' 1 I I ` ��;•' 1,1CF16y.F��!` �
8063.76 ALUM. I I MULLIONI 1 No•58705-
X•SECTION 4 j I i •375 `O:
1 MIN. (/[ '
°.________ __ __ _______� _ _ L__________________�.__J
O
STANDARD CLIP U-CUP 2X5 ANGLE CUP iFs '•,<ORIDP,.•'G��`
.260° 6063.76 ALUM 8063-TB ALUM. 8063•TBALUM. N
TOP VIEW USED FOR 2'X B'MULUON.SHEET 17 TOMAEW ONAL
TOPVIEW A. P.E.
FL P.E.#55705
1
EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.114'.THE OPENING REQUIRES A DESIGN PRESSURE OF+80.01-60.0 PSF.
N g
1)INTIIALLY ASSUMING THAT A P WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72°AND THE OPENING WIDTH IS 32'+32+1•-65.REFERENCINGSHEET 25,THE COLUMN USING
NO ANCHORS IN HEAD RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT ISAT LEAST THE WINDOW FRAME DEPTH OF 2-1/4•AND WILL MEET OR EXCEED THE REQUIRED
DESIGN PRESSURE OF+60.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE-
SEE
VAILABLE LL
-SEE SFE FROM TABLE 3A,SHEET 7,THE 1"X2.75•X.375'MULLION(LENGTH=72",OPENING WIDTH=707 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD O
PROD
OR OUCT'SR�
DETAILS,
NOT BE SUITABLE FOR THIS APPLICATION. c I
APPROVAL\ 23 FROM TABLE 4A,SHEET 8,THE VX 2.75-X.650'MULLION(LENGTH-72,OPENING WIDTH a 707 HAS A DESIGN PRESSURE OF 44-717 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
LL
72" OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N
AULLION
LENGTH 2 USE TABLE 48 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CUP WITH(4)#12 ANCHORS AND THE 2X5 j$ U
Q Q ANGLE CLIPS WITH(4)912 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CUP IS EASIER TO INSTALL. - - Z
UU
w
oE-SSE 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION pR000CT3 USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL CO
=
SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE
2.3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. !
IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS /-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 7z7 PSF WITH AN ANCHOR CAPACITY OF 638 LBS.ALTERNATIVELY,
NO ANOHaRs IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FORTHE EXACT DESIGN PRESSURE OF 60 PSF: M W
3T—�I I- 3Y 636 LBS ~ 2�
-i 17. WIDTH (60 PSF)X .524.91-136 (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B)
OPEMNG Y✓¢1TH 72.7 PSF Z m
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES ACONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 23/8',THE OPENING REQUIRES A - Z
DESIGN PRESSURE OF-t50.01-55.0 PSF.
Q
r n
FOR THE VERTICAL MULLION: Z a N
I INITIALLY ASSUMING THAT A 1 WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+1=105•AND THE OPENING WIDTH IS 36•+36'+1'=73".REFERENCING SHEET 25, Q Z
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 23/8°AND WILL to o g0
EXAMPLE 2;MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USETHE NEXT LARGER SIZE AVAILABLE. W d
SEE DETAILS, FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.375 MULLION(LENGTH=108•,OPENING WIDTH=807 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS-1-15.1 PSF
MUUVnmH SHEETS 2a AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. IIIXXxLLL
FROM TABLE 12A,SHEET 16,THE 2'X 4'X.250•MULLION(LENGTH=108',OPENING WIDTH=807 HAS A DESIGN PRESSURE OF+1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS bZ O 0 I
FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. _
SEE SEE
FENESTRATICH DETAILS, BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WI DTHIS36'+36'+2=74•,NOT 73•AS PREVIOUSLY
PRODUCTS SHEETS ASSUMED.VERIFYTHAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN PRODUCT REVISED
APPROVAL 24 THE 73•DIMENSION(35.12'+35-12+2=737.' '
• es comp Ingg with tho Florida
r r - 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED NOA-Noo. 77.0630.01
�odo
I •,CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
op
VER CONCRETE HEADER AND SILL ARE 5 WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8MULLION 2 USING THE STANDARD CLIP WITH(6)3116•ULTRACON ANCHORS ATAN EDGE DISTANCEOF 2-12'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND Enpimtlon Date 05I26I2027
MuH` `SEE SEE THEREFORE SUITABLE.FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
LENGTH
DETAILS, DETAIL E. FOR THE HORIZONTAL MULLIONS:
OPENING SHEETS 24 SHEET? - w Mioml-1�de Product Contin
HEIGHT' BECAUSE THE VERTICAL MULL WILL 9E A 2'X4"X250"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER
H
OROR¢. 72 MULLION TYPE COULD BE CHOSEN.
NuuION
tE
1)THE MULLION LENGTH IS 35 AND THE OPENING HEIGHT IS 32°+72•+2'=106'.REFERENCING SHEET 26,THE COLUMN USING TRAPEZOIDALITRIANGULAR LOADING MAYBE Ci i
USED.FROM TABLE 12A SHEET 16,THE 2"X 4•X.250•MULLION(fM LENGTH=42',OPENING HEIGHT=1207 HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE
REQUIREMENTS FORTHE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THEANCHOR CAPACITYREQUIRED OF 621 LBS.
SEE
DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THECMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8° z
SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 6",CARE MUST BETAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.USING THE 2X5 ANGLE CUPS WITH
JK 2� (4)3/16•ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1-GIVES AN ANCHOR CAPACITY OF MO LBS WHICH IS GREATER AND THEREFORE SUITABLE,FOR THE REQUIRED owi- 1111 A i A A
ANCHOR CAPACITY OF 521 LBS. F .�a�p1Y LY
NAtI*���I
i
I� 34•,HaRIZ. 36•,Howz I 4)FOR THE U•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 5211-93.TABLE 12B FOR THE U�:I.IP SHOWS THE ANCHOR o ��: L.1GENgF• �CCc�
f"�n+LILL LENGTH MULL LENOTH� CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE
II--OPENING WIDTH FORVERRCALMULL—II ANCHOR TYPE ISA#12 STEEL SCREW, a No.58705
FROM THE ABOVE STEPS.OUR MULLION DESIGN PRESSURE IS:
+1-64.7 PSF FROM THE VERTICAL MULLION; A•:(/l '!Y�
+/-170.0 PSF FROM THE 36'HORIZONTAL MUW ON ATTACHING TO CMU; r
+/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL.MULLION(INTERSECTION) ® ��T
THE LOWEST DESIGN PRESSURE IS 4144.7 PSF AND WOU).D APPLY TO ALL OF THE MULLIONS. _ ��(CS1 '•�LO...... •'G\�;
i VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE.OF MULLIONS OR FENESTRATION 0 9/0 AL
PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN E A.LP.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. O FL P.E.#58705
(
EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIOALRRIANGULAR LOADING:
- - ---------- --
I C $
PW PWIld
o
1 gx O
N
SHIDH SWDH SHIOH SHNH 1 PW PW o yNU W
/ r w j
00 ].ING
r LU o_ In
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / H m
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS / m Q
L1
SGD 3 z i eU
. LOADING OF,VERTICAL MULLION w = W aZ
PW 1 LOADING OF HORIZONTAL MULLION
• I LOADING OF HORIZONTAL MULLION > Q d r• t`
PW / I taF-- Z RQ co m
/ PW PW PW Oa Jl� oo
/ / I PW
H SHB)H SH/DH SH/DH I ¢ Q. y -
I
4 4 SHIDH 0 e� tt
/ 4 / PRODUCT REVISED
with the Floddu
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION Bwlding Coda
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION jr NOA-No. 17-0630.01
I
PW PW HR Expiration Bate 05/26/2021
BYI
LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING��OORIZONTAL Mia P e Product —
I '
I
-- P HINGED. PW NOTES: '
DOOR PIN
j 1)DRAWINGS ARE
I RERESENTATIONS OF TYPICAL
PW CONFIGURATIONS.
PW CONFIGURATIONS NOT SHOWN
MAYBE EXTRAPOLATED FROM
O / I THOSE SHOWN. .
r r j 2)IF THE LOADING TYPE CANNOT �`apNy LYNgr��.,�
I BE DETERMINED,USE
PW RECTANGULAR LOADING. `� �•' •�-�ENSF•••����
PW FW i /
3)SEE PRODUCTS'APPROVAL FOR NO.58705
I r ACTUAL ANCHOR L6CATIONS. �•
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLIONI L� a ��Q,•'• A ^ ,
PANEL OF HINGED DOOR IS NOT CAPTURED ORANCHORED WITH INTERSECTING HORIZONTAL MULLIONS
1 iii s•'-F[ORIDP,.:'��;
'%sip q �Nc?�� .
LOADING OF VERTICAL LOADING OF HORIZONTAL Ar,/L/'fNIIIIMI1 WIP E•
MULLION MULLION FL P.E.#58705 !