HomeMy WebLinkAboutProduct Approval (3) RECEIVF-b
NOV 13 2019
MIAMI DADE MIAMI-DADS COUNTY
o ___ 5;�uqe County.,.Permitting, RODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMI SOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMIlVISTRATION DIVISION 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/ot the A1-1J(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
reserve's 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 label.with the manufaoturef'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 axenewal 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 he done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#16-0228.03 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 1VL Plasencia,P.E.
i g
Oz l` �l� l� NOA No.17-0630.01
.. I
MIAMFDAOE :OUNTYMNf REVIEWED OR Expiration Date: May26,202I
• ° � � "( °f f? �+ �App royal Date: November 09,20I7
CODE C®���f�►NCsC Page 1
ST. LUCIE COUNT' -vile >T
SOCC
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. `DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 10-0819.05
2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11., with revision C dated 06/19/17, prepared by
manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
I. Test reports:on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,,TAS 202-94
3)Water Resistance Test,'per FBC, TAS 202-94
.4)Large Missile Impact Test per FBC,TAS 201-94
5),Cyclic Wind Pressure Loading per,FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of clipped, aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111,,signed
and sealed by Marlin D. Brinson,P.E.
(Submitted under NOA No. 10-0819.05
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 511,
Edition (2014) and with FBC 6111 Edition (2017), prepared by manufacturer, dated
08/29/17, signed and sealed by Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
I. Miami--Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
Jorge M.Plasencla,P.E.
Pro uct Control Unit Supervisor
NOA No.-17-0630.01
Expiration Date: May 26,2021
Approval Date: November 09,2017
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC-51 Edition (2014) and FBC-6 b 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.
F
Jorge M.Plasencia,P.E.
P duct Control Unit Supervisor
NOA No.i7-0630.01
Expiration Date: May 26,2021
Approval Date: November 09,2017 gg£
E-2 4
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES:
NON-IMPACT OR LARGE AND SMALLN
MISSILE,IMPACT-RESISTANT PRODUCTS 1)NETARASHOWN ARE FOR THETINSTA MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED SHOULD
T ?s
FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION!S UNIQUE AND SHOULD @E
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE REST INSTALLATION METHOD.OPTIONAL IX OR 2X WOOD SUCKS IF USED, GENERALNOTES........_„............1 K
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BYOTHERS, INSTRUCTIONS....._..._.___..ti 1 0
ELEVATIONS____.._
FIGURE I: 2)THE TYPE AND NUMBEROFANCHORSISCRITICALTOTHESTRUCTURALPERFORMANCEOFTHEMULLEDUNITS.MULLIONS MULLTo2Xwo00..._..._.........».z
MULTIPLE'' OPENING WIDTH FOR VERTICAL MULL ARCHES TOSE MULL TO IX 8 MASONRY_..._,.....2 0
MULLIONS INSCRIBED(NSIDE HAVE BEEN TESTED AS'FREE-FLOATING*AND DC NOT NEED TO BE DIRECTLYATTACHED TO THE MULLION CLIPS,BUT SHALL
INSTALLATION NOTES,...----.2 a
SEE DETAILS /-RECTANGULAR NOT HAVE A GAP OF MORE THAN 1!4'FROM THE CLIP. - MULL,TO ro M/SONRr....,...._....»»__3
A•D,GA SHAPE MULL TO STEEL STUD--------3 �
SHEETS2d 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULLTOWu_._.,.......,.»_..._.._3 U tFU
DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.L11M THE 1Ki STRESS INCREASE WAS NOT USED ALTERNaTATE CLIPS.....__.._....._4 ^z UJ
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAYMULLINSTALLA7tON....._..._,a Z
1 X 2 X.125 MULL SPECS-------5 Z
' i � � ♦�1 - IX276X,37ULLSPEC3__.--._S *a J 03
4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 276 X 5 M MULL ECS ___._7 `Na —I
INSTRUCTIONS. 1 X 276 X.86 MULL SPECs_.._...._9
1 1 X 3.125 X.500 MULL SPECS.-_B
'SEE DETAILS r U 1 t I /11 I 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 4 X.126 MULL SPECB,..__._.._70 O W O p$ ~
SAT G; f III _ !__ I 1`$EECErats ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTiP1E UNITS,CONSIDER 1X4X.3T6T�EMW.SPECS«..it a � F m yW
6HEET82d 1 ATF97U 0; 1X4%.376'T'MULL SPECS.—..,11 � co
ONLY TWO ADJACENT UNITS ATATIMEWHENUSINGTHEDESIGNPRESSUREANDANCHORAGETABLES.THE.LOWESTDESIGN F— Q
tIl / -- I SHEET&z4 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. 1a5X3.186X266MULLSPECS_12
IM1/ III „/ 11 1.25X325 X.160 MULL SPECS..-13 W
OPENING 126 X315 X.624 MULL SPECS--14 � '�
VELIVE ; c� 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THEYABLE(S). 125 X 3.94 X.624 MULL SPECS_-IS Z U
LO M HORRCIITAL 2 X 4 X.25 MULL SPEG4.__._._...is ut r2 Z Z
MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 6 X.25 MULL SPECS_..___»_17'� � � Q L
SEE CETAIL E, BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 128%211 X.125 MUD.SPEC's 13 m 0 : I„
SHEETS _...._
AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 39'X 325 BAY MULLSPECS19 0
+ p H W
d5'X325SAY MULL SPECS».,.-26 Z Q m 9
REACTIONS. MULLION B CUP DIMENSIONS,„-.21.23 F. �' O Z tV
EXAMPLES182»._x,......._...__._.24 F^ Z,6 S.� SD
FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRBGATOR NOA'S LOADING EXAMPLES_..,..-..._....._25 a• M -, p
PRODUCTSMAY ^ co 0¢C
TYPE 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITTH THE REQUIREMENTS OF THE FLORIDA BUILDING _ c�iILI uj
Z
acrUT P� CODE,AND ARE APPROVED FOR IMPACT AND NONIMPACT APPLICATIONS.MULLIONSAJONS ARE ONLY TO BE USED WITH
MANUF PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. U Q >y
LS A
10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ 4. 0
I HORtzONiaL �s�.G.4'. 11)QUANTITY OF UNITS WITHINAMULTIPLEMULLEDASSEMBLYISUNLIMITEDPROVIDEDTHATTHESPANANDOPENING � a
4(---- MULL SHEETS24 WIDTFUHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. PRODUCT REVISED
LENGTH HORIZONTAL _ as campSuildingMo with the Florida
MULL
INSTRUCTIONS: NIDA-No Code
LE17-0630.01
ADRrTIONAL,EXAMPLES OF MULL CONFIGURATIONS- 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(6BS/Ff2)FOR THE OPENING USING THE ASCE-7 STANDARD. Expiration Onto 05/26/2021
--HC1R¢MULL LENGTH--j
2)CHOOSE A MUWON TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. By
MULL
- Mlom o uct Co M�oI—
LENGTH »` 3)REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS"RECTANGULAR OR`TRIANGULARITRAPEZOIDAC'.
"� -- 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBStM FROM TABLES 1A THROUGH 16A,ON SHEETS S THROUGH 20 RESPECTIVELY,USING
EIGHT�
1 HFOR THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULUON IS SPANNING VERTICALLY OR HORIZONTALLY).THE
OPENING MULL �` �' HO�RIG VERT, MULLION CAPACITY[LBS1FM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSiFt''1 FOR THE OPENING OBTAINED IN
HEIGHT MULL fMy , ULLSTEP 1).
L
L '_I�}'� 6)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE W THE NEXT COLLRNN ANCHOR CAPACITY REQUIRED(LBSI.THIS VALUE
REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY.
SINGLE MULLIONSINGLE MULLION �FORIERnDAt LRAt 6)FROM THE ANCHOR CAPACITY(LBSj TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE �V�1 Y LYNN 7j'I,,
I OPENINOWIDTH ANCHOR(SUBSTRATE(ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR �, * ..'•'
FOR VERTICAL MULL CAPACITY IS MET.
1yGENStr /���^
<
(<
`1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 7)IF THE MULLION CAPACITY(LBSIM OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(L@S)FT°)FOR THE �.: No,58705 1
L„
FROM FTGURESABOVE OPENING,YOU MAY USE THE'ANCHOR CAPACITY ADJUSTMENTFORMUTA7 TO OBTAIN THELOWERANCHOR CAPACITY REQUIRED.WTTHTHIS _ r _.
CODES/STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE
•2017 FLORIDA BUILDING CODE(FBC),6TH ED
MON .�.
•2014 FLORIDA BUILDING CODE(FEC),5TH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBS/F'T')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL.MULLION 't
'TE
NM2015 FOR WOOD CONSTRUCTION CAPACITY(LBSIFT-I OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION ���' :F_[ORID1..•'\?.`
*ALUMINUM DESIGN MANUAL,ADM-2015. PRODUCT ASSEMBLY. 7
•AISI 5100-12 �iANAL
•AISC 360.10 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USI NGTMS NCA TOAPPLY FOR A PERMIT, A.6AN MIiNBjco.E.
FL REA 58705
_ I
DETAIL A:
DETAIL B.' MULLION o
MULLION TO 2X WOOD BUCK ON MULLION ATTACHED TO 1X BUCKSTRIP TYP.ANCHOR o�
OR WOOD FRAMING WOOD BUCK AND MASONRY ,AND PER
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) @y SEEsTLslB z3s s
' EEE NOTE f. N
1 j MULLION SHEEi'1. ,A e V F
- SEE SHEETS 'c b I- I MIN 2.7 KSI '+•',: =• '; EDGE W .O =
ERHER THE I t I 2!-23FORNM.E d l 1 1 _ Ct.NICRETE OR_CMl!'�L�,��DyST•u,CE, _ U)STANDARD OP f LOCATIONS a 1 I .I •SEE SEE TABLES
CFFSE7 MULL a
CDP MAY BE I DD.E " •
OT1803BISTANFOR MASONRY
TH79 ME7H00. ,' 'B a I I
FOR WS r I I ANCHORS R ca 0 co
Q Ct
260`MAX FOR d a I I I SIDE VIEW a 2 0L
a ALL MULLIONS d• I'-' O 0
a 'a a ° STAFIDAADO 2 TJ m 2
EDGE - nOFilFsSeEffT.TMHU0LL0
. ajZ
' J D g to
.06 d
d DST 4J
;
n
a • a FOR 4Y 2 Z' Z Q m
MASONRY < FF...Q
THE OFFSET CLIPS ANCHORS .. ,' ' - L^ 4-
L•-f' RECOUVOMED FOR a fA
a d - FiN+I MED - • °'+ n
EXTERIOR WINDOWS,BUT MAY
ALSO BE USED FOR v s`+ F: y." y
OTHERFRAMETYPES.
r: Q0 � .
� Q zoa
TYP.ANCHOR TYP.ANCHOR
pp �
TlP.ANCHOR PERSUBSIRATE, PERSUBSTRATS, U ��•� .
PERSUBSDiATE, SEE TABLES I0-1613 SEETABLES'e-!3B PRObUCT REVISED -
SEE TABLES 111-16B - EDGE/ENO '
DISTANCE BUCXSTRP a5 Com lying with tho Florida
�— SEE TABLES 8j1d.ng Codi
EMar3�Nm r HULXSTRIP ATTACHMENT Non-No. 97.0630.01 i
OT
AND MEt r. ,. `- - BYOTNERS,
ARACHMENT
SEEN Expiration-Cato 05/26/2021
•.,f' SYOnR3+ {- SHEET I. -
w SEE NOTE I, � :.�.!. ?,.-'�.,;.;•• UY `—
••? _SHEEP f. • ' 'S+ Miam a uct Controo
:•fii - r "h8Nx7KSiCONCREmoRCMU - -
SIDE VIEW FRONT VIEW
FRONT VIEW '
a
INSTALLATION NOTES: - -
i}ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 1111 t I!fill�
2)QUANI'RY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ���� pN4XL.VIV
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE `� '� •'yTCENSF;��r_'!,' {
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 'No 58705 I{
3}ANCHOR HEAD TYPE MAY BE PINHEAD,HEXHEA9 OR FLATHEAD. 14.0••
=atjY�=
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. �FI�-:'iv I
EFOR MASONRY APPLICATIONS IN MIAMI-DADECOUNTY,6SEONLY M41Mt-RADECOUNTYAPPROVED ���F• F<OROR,:'•��
LOO ULTRACON'OR ELOO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. '�� S70tyAL
A.LYl/+4 M LILER,P.E.
- FL P.E.#58705 i
i
DETAIL F:
DETAIL G: DETAIL H: a "
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION
(F CLIP) (ANGLE CLIP) (ANGLE CLIP)
F
SEEDErARSA-D,
' 30'OR b' LL
SHEETBZAND3FOR INSTAUATION - BAYMULL
TOSPECIRCSUBSTRATE& ., .. - _ 04
S U
MULUON
O O co
111
O W
0
O 0 O O ' o O N
Tom_
- O O TOP VIEWLU
F-
SIDE VIEW i = W0 w
- SHOWN WITH 1'X 1'X•128•. I TOP VIEW - - F- ZfD (g
- i
MULLION I I I I TYP.ANCHOR = O m Q
EXTERIOR I PERSUBSTRATE, O T
I I I I SEE TABLE51880R 188 Z g
d I I 150
10
I TYP.ANCHOR I I EXTERIOR J y v
STANDARD MULLION CLW I I PERSUBSTRATE, I I
MODIREDTO FR FELD I SEETABLSS IB-198 O I I I -
CONDRIONS. I "� I �YXS'ANGLE CLW, Z Z Q N O)
I 1I I 2 PER MLIUJON END,MUST BE - Q 0 Z
I I I I INSTALLED INSIDE OF BAY MULL. f0
MULLION
ANCfLE
PER MULION END. d2 Z�N
MUSTBEINSTALLEO __ - 00
INSlDEOFMULL_ - _ .. 0 m
O I dP 7
1
1 PRODUCT REVISED
.. �'TYP:ANCHOR - _ _ 05 COMPiyIngg-Ith the Florida
Building Godo
PER SUBSTRATE, NOA-No. 17-0030.01
SEETABLES 1&138
STEEL,ALUM E,cpimeon Date os/26/2021
EXTERIOR OR MASONRY E(TER:OR q
INTO WOOD.STEEL STANDARD CUP TO BE 5 Br
ALUM,CMU OR MASONRY MODIFIED INFIELD. -
W Mlnm D P+oduet Control, i
EXTERIOR CE
pOERpN0, -VT -e_ I
f INTO WOOD,STEEL I - �� f:
ALUMCMUORMNSONRY j EDGE OH
DISTANCE - 2 PER
ANCHOR 111
DISTANCE 4 NOTES FOR INSTALLATION OPTION G 8 H: ��1 4W LYIVA("'
PERANCHOR O -
� ���.�'�iCENSF•;���
• - - t)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUSTBE INSERTED INSIDE OF MULLION. z Q': •,F�
NOTES FOR INSTALLATION OPTIONS P. ?* NO.58705 - I
' 2)DETAIL G SEE TABLES 18-148 FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE S = •: *_ '
1)DETAIL IS NOT APPLICABLE.FORTHE BAY OR 126'X2,11"X.125"MUWON. LOCATIONS.
2}SEE TABLES 1139 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. - - - 3)DETAIL H:SEE TABLES 156 OR 168 FOR QUANTITIES AND SHEET 22 FOR HOLE N •' -7
0 ATE ♦�•T:•�/� s
LOCATIONS. - ® ,•'
3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. _ _ %�S '•F�ORIOP,.•'•\C��� ,�
0AIAL E�G`�•
A.[+f+4IvAl.Uw P.E.
0 FL P.E.#58705 I�
TABLE IA Wilton Capacity Tabic(11396
Opening Width(farvedicaVy psmirgmuffiom)orOPening HD)ght&nccdzanbII-spanning mil-) r` 1
00b 60h 70w solo so In 100 in 120 hr 7406. 160 in
R-wvw1r 71eW611ero. Rwnouw De o, lto-Woiw T9p(R1anp, Rec6ogoty lii Rn ep. RwWrOor TaoP77Natp. Rf4t4nadar 10-9 na rmolmwwr TWOMaing• R2 ft p fiir Ttop7itlm+9. Ra4tmOdar A:y+01anB. j
1X2)[.125 L-011 L'dwg loading Loading LaaQns Lang L'din2 Lmdlr9 Loedrg Lacing L..bg L'an L..Ua Loading Lmdog Lmem Lad91g Udine
Alum.Tube2 k
&
MuNon _ L_. _ _
tt� 3 s 311 fa _ 1 3� l a€ � � u)
gyp21
rs
_ q5 i�p �a U
z 111
t 11
42ta 111.9 408 129.0 332 93.2 408 115.61 728 79.9 408 1107.8 327 60,9 1 409 1044 319 921 408 104.6 319 56.3405 104.0 319 46.6 406 104.0 319 399 408 104.0 319 135.0 404 104.0 319 J C/3
481, 749 312 819 258 624 312 73.4 262 113,5 312 67,0 248 46.9 612 833 246 41.6 312 61.3 244 37.6 312 81,0 241 312 312 61.0 244 29.8 312 61.0 244 214 312 61.0 2{4
50.6251, 043 261 T89 234 04.1 281 81,6 228 45,6 251 55.7 224 1 39.9 261 52.1 1 712 35.8 231 60.1 22D 1 31.9 281 49.3 210 26.9 1 281 1 49.3 2f9 22,8 281 49,3 219 20.0 1 281 413 219W tL c
34§a WA 247 57,5 237 43,9 247 49.8 202 37,6 247 44.6 199 328 247 41.8 196 29.2 247 39A 194 28.3 247 36,4 193 212 247 31L} 193 18.8 247 30.1 193 16A 247 311 183 y LD 0 W
80w 39.4 230 41.2 770 320 200 38.4 co
166 21A 200 316 163 24.0 200 26.9 104 21.3 204 27,1 159 193 200 219 1ST 16.0 200 210 168 f„ w Ur
631. 331 tai 35.3 151 27,8 fat 707 152 23.7 181 28.9 )49 20.7 167 2{9 148 !14 !a! 228 144 18.8 f81 2LT 143 t) Q
881. 239 569 309 1# 2<9 183 28.1 !39 2D.8 166 211 !38 18,0 165 21.0 134 ? Z 4D �+ g2
721, 222 i3a 23.3 129 16.8 139 19.9. t1a' !6A OR 17.5 116 yr W 30
78w 119 125 19.7 too 16:7 125 1838 10T a Q R r b^
781, 17.5 118 tet 104 i Q N B3TABLE I B ANCHOR CAPACITY'ADJUSTMENT FORMULA:
An6hor 2R2Lc1&TQbIo 6 F' to.0 C>
ANCHOR CAP.,,y,,,�` ;n w
SobMte 2.7k COMM. 15k Coro. t1C10.p.1U F'®ad 0441! PT OYnad MeW (DP.w)X( >=ANCHOR CAP,,,o
MULLION CAP.,,,,,,a,
5'16'Eke itd'BS Et4p 518'Ek0 tA•ss Eho af0 81eo1 a128fea1 812 Sled coW
Arfoft�7yr4e 3/18'(900 tit0aoon tA'9teo UWacm WITa"i"na" 1T4`E6:o U1fa4at a1 "iC
An6horC8pPaftem9 wtraoon A9preSakv damoan Apgn:Gator 90mw(C3)54awLC3) Saear((15} USE THIS FORMULA TOOBTAIN THE'A.NGHOR 1z
Edgecuterxa MY I. 2.12' 1' 2.12• 3.1181 t° 1 2.1R• 1' 2-1,7 r, avB' r DAV• 1 .54° 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN 0 V CNI
X }}
Emh010nW Y 174• I-W4• taro' 1-WV r 1-1W7.114• f-714• 1-114' 1-iA- 1-1/11' r lava' tare' io1IO, ACTUAL PRESSURE REQUIREMENT FOR THE
2 A.00wa p 4.75•MIR.O.C./9tandar0 of 06sd pip 0-4.!Y 300 t' 390 m4 450 ma aW ttn 1044 ms 270 ma 280 ma 354 ma 74D ms ala f5s 661 ma ma 3411. 4#ft a ps OPENING,WHEN IT IS LOWER THAN THE MULLION 1 d6�7)
4 Aubm G l.I. M m O.p 7 Swndud("Onae9 COP(Fla.2Y 480&1 700 ma WA WA WA NIA 3EA me WA WA WA WA WA 6820. w1w 1120 704 CAPACITY(FROM THE TABLE)OF THE SELECTED d0 ,2 T ma O
4Arc1 n 0 r Mn.O.C./R)2a5 AD*CEPS I1Fg,3Y 7PA 9x 780 ma WO wa i66o Be 16960. Sag to 600 Rs WA 769 ma Tae ma 8801' 1aB20m sat Ess O s 1720 D3 MULLION.R WILL YIELD A MINIMUM ANCHOR 5
2 Anonon®0.4536..O.C.ILLCOAM.t25•Ahng.iF9.4X WA WA WA WA WA Nu WA WA WA WA NIA WA Wa nue 775 rm CAPACITY WHICH MAY BE USED TO QUALIFY O
1Mchar1F121p(Fig.6Y 193 ma 195me alio-, 445 mae2a ma 135ma lag llw 177 Ib. 370 ma 1e7 Ib. 332 1b. 4T3 m4 t7o ma 2zt 6ba leo IM ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED
2Arwtmm t.t5'Mm.O.CJFLiglfb.9YI 2409. 350 ma WA WA WA WA l80ma WA WA WA WA WA 347 ms 442 a% SW ma ANCHOR CAPACITY TABLE, ascompiyingwiththeFlorida
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, Suitdtng Code
NOA-No.• 17-06,30.01
Expiration
note 05/26/2021
_ Mlaml-0 Product Contro•1-
._ FIGURE I- 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.
1.000'
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3:
3)MULLION AND MULLION CLIPS SHOWN ARE MOTTO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000•
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 11
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPEC)FlCATIONS.HOLLOW AND GROUT-FILLED � .125 `� �flr1Y LYq!/y�1�-
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 1���1�,:' 1„LCEkSF •7 ;l
FIGURE4: FIGURE 6: FIGURE 0: YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.1251
• . THICK.STEEL STUDS TO BE A MIN IM UM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT VX 2'X.12r MULLION 2* No.58705
LEAST.126'THICK AND A36,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
• THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,IM S.S.OR 410 S.S. -0
='Do 6 A2 -
STATE F
"01VALN``�•
A� tNd4tiUCE��P.£.
FL P.E.#$8705
TABLE 2A
Magian Capacity Table '
. Opening Width(for velticattysparnigmlBons)orOpening Height(for hw4mnlaly-6panrsngrmA6ons) 9G! {
60 in Win 70 in �h DO in - 1wM .120 in 1a0h � ', 7WM
RactWOWar TraplTaa2g. P-darcift TrzPTe-v Rcdta>aa'« Trapifto Ract mww T1ap7rdaro. Rec2zng,aer 7rspnlaru Rmtargdat TMP'TdwV RWMVlw Ttapridsrg R4ctaaAWaz 7ray7aartg- Ractarpxar TreNlOan& a w f I
1 x2 x.876 Loaafro Lm*v wadre LwAno L*31M Loadre Loerq Loading Lcadin0 L-419 Lw'rna Loaft 14adiro LoadWO Loading Imdn9 ta9dre Lmd0 a a�+`• �i7 j
Atum,Tube y�
Mullion
G�
gg � �yyfIj! !pp F #ger � jet£g$' � - '6 U '
Z$ Z d � 2 S a d 3S. 2 tY S� Zrc dd 2 Z FI
42 in 170.0 827 1740 433 151.31 682 1 170.0 478 129.7 662 1740 506 113.5 602 168.5 010 100.8 BB2 7048 617 906 664 164.9 517 -7S7 662 1648 .517 648 862 1606 677 607 063 188.6 617 _ .0 _
40 In 121.8 607 136.0 419 101.41 607 1119.2 410 048 507 110&7 403 740 507 2028 399 676 607 99.6 397 649 607 910 396 607 607 99.0 396 43.4 607 89.0 303 340 5D7 09.0 396 = N )
5t.W3 to 103.71 468 1146 378 844 468 1 99.9 1 371 74.1 458 946 =4 64.S 456 04.6 :uW 67,6 456 '01.3 357 61.4 .458 040 356 432 460 80.0 386 37.0 456 640 356 324 455 WO SW = I
5!N 85.4 dw 933 336 71.2 400
00.0 320 81.0 400 727 T22 53.4 4W 67.3 316 47.5 400 61.0 31S 427 400 623 314 35.6 4W 618 313 30.5 400 81.B 3t3 247 4w eL8 313 09 wca cn
o
9 W M 623 324 06.9 276 91,9 324 57.6 270 44A 324 62.2 284 349 324 4aS 2W 346 3Z4 433.9 257 31.1 324 420 259 200 324 40.3 253 222 324 40.5 253 19.5 327 405 243 � .7 m 711
63M 63.8 291 57.4 252 448 294 492 240 344 294 43.6 241 388 291 $00 237 29.8 299 37.1 234 748 294It.4 294 93.6 230 141 294 33.4 2.°0 748 294 s14 230 Z
63 M 468 2S6 49.6 MO 39.0 258 424 .273 384 268 37.5 221 29,2 266 341 218 26.0 Zea 31.0 216 23.4 286 268 28.6 210 107 264 27.7 2p 148 2aa 27.7 209Z72h Me 225 379 196 340' 225 32.2 161 2S.7 �=6 28.4 186 725 225 256 186 20.0 2115 235 -182 18.0 225 225 20.3 177 129 225 19.6 170 113 225 116 176 cd 2 70N 308 202 320 777 24820227.2 173 21.9 202 23.9 170 112 202 21.9 107 1T.0 202 78.7 185 1S3 2� 202 70,7 1W 10_9202 1S9 15B ae 202' 700 194 10
Z
78N 28.3 i@28:8 288 238182 25.1768212102220182 tT.7 tat 287 159 1ST t9T tat 157 142 102 192 15.2 752- 747- 192 144 730 SB '182 74.2 150
'wM gas 144 18.0 120 18.4 144 231
z 1Z�
9s M 162 127 15.6 113 ,'i'
m 2a
a na 'o
TABLE 28 ANCHOR CAPACIT.YADUUSTMENTFOWdULA:
Anchor Ca ac Tabb a-Lu
a2b31 w 2.nC wrote - 3.5x conc. hDkw ovv F+tredr2,bt PTv4:oa Mart (DP-)X(ANCHOR CAP.,,e,,,,,;�_ANCHOR CAP.,,, � i
_ -Atrsha'rypa: 'Sr1e•Flea L11racOn- ua•[ka taauom. Not Elm 318.0co uAremn IW Etw IfiUmm� ua"es 8180 filth"Efeo us•6s Eko masted #!Med p12 SWel MULLroN C1iP.,,�,,,
Anc4iorC8pPaCams tFaadon- Agp¢GS2rx team«, Apae276ttr 6cf w(Go)Srnw(GS) s41ew(G5) - USE THIS FORMULA TO OBTAIN THE'ANCHOR -
sage DIAmw On7 t• 2-Vr .r 2.1¢ 3.1111• t• 2-IW r 2-112' 2' 3.116• r 0.48• 0.54• 0.321 CAPACITY REQUIRED"CORRESPONDING TO AN, � ��r �'�' �
I in
Emeelwied nk 2.14• 14'A4' i-Y4 3x4'1. r Mir i-Iw 1.174• t-774' i-174• 1-1/4- Y 1.318• 1.32' 22xba ACTUAL PRESSURE REQUIREMENT FOR THE ffu,
2 Alfdrota®4,75'MM.O.G.79anmutl«sheet Qq IFg.1; 3w W 3w 0. 450 ap 630 fes 7641 b. 2701Ea 260 it. 3941W 740 Boa 371 Da 644 ma 946" 341 tEs 44Z IES. -,5W Itr<. OPENING,WHEN R IS LOWER THAN THE MULLION H Z
4 Amt..01.15•MM.6.Q 16ta0Wdt«ptflat)at9(�9.2k 460 Me WA WA WA 380 Or. IUA NA IVA WA WA 68200 HSS I=&. CAPACITY(FROM THE TABLE)OF THE SELECTED
4Afr.Eaa�3`t4h O.G.717.1215 Anon alp I(Fg.3k 741 b6 780Its IIW in I=103 loan b. SAD b4 5w roe WA 7W e. 748 ms 480 gra iw20. 682 It. 806 m. 112016. MULLION.IT WILL YIELD A MINIMUM ANCHOR PRODUCT REVISED
2ArgMae.a.4b•Mi140.C,7lLQlA hm.12SANm.(Fa.4k WA WA WA WA WA WA WA WA WA WA WA 'WA WA WA 715bs CAPACITY WHICH MAY BE USEOTO QUALIFY a400mplying With tho Florida
- 1 Anchor!F 4Qlp(Fie.57 744 Ibs 108 It. 225 b. .445 am 622 U 135th 140®. 1771Ea 370 foe 1872bs 332 ba 4726. 1700. 221 im 286Th. ADDITIONAL ANCHOR OP71ONS FROM THE Balldtng Coodda
zMAEsn p'42.75^MM.o.CJ FCtIp(Flg.ek 240 Ms 3501be WA. wA WA wA iw We NA wA NIA WA wa s41 ms' 4421w 5eom3 ANCHOR CAPACITY TABLE. NOA-No. 17-0630.01 i
NOTE:FOR THE OFFSET_ CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. .. - - Expiration Date
0$/26/2021
13p
Mlam ad rvontrat
FIGURE 1: FIGURE 2 TABLE NOTES: _
i)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,
.SEE SHEETS 2-4FOR GENERAL INSTALLATION MErHODS - .� I.WO'.(--• {
_ - - 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1
FIGURE 8: - _ -
3)MULLION AND MULLION CLIPS SHOWN ARE NOT-TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 171\t I i 711!7
- * HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2'040'
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ I ti��75r� •""""• �1! j��i
ANGLE CLIP.MUST BE USED IN PAIRS. 4)SUBSTRATES:CCNCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 375• Q•'
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM10 ASTM 080-WOOD SHALL BE PRESSURE•TREATED -T z _ No.58705
FIGURE d: FIGURE B: FIGURE 6: YELLOW SOUTHERN PINE WITH A,NSGOF0.65.ALUMINUM SHALL BE6063•T5AND BEAMINIMUM OF.125° "' ••
THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND,11W THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT YX2'%.3761MULLfON "tT •'_
--�� LEAST,125°THICK ANO 136:ALL ANCHORS INTO METAL SHALL EXTEND A7 LEAST 3 SCREW THRFJWS.BEYOND .•'I
• THE MATERIAL-IRlO ANCHORS INTO WOOD MAYBE STEEL,f8-8 S.S.OR 410 5,5. O•', STATE- F
�1h`7�/0N_tA4
A LY7NN7NTILLER,P.E.
FL REA$8705
TABLE
MuMon Capacity Tablig,(ftsme)
OpentngWidth{Tor vertca*spmWngmLfiom)orOperdngHefght(forbodmrda"adngmLfflons)
So in 6061 70 in to In 90 In login 12051 14051 1601n
x2:76% Rft win, Tmmxv� W-.gufw 7wriong R--www 7�-V- -R'-t6*q - Tmwnfn
.37b.010196 Lo*ding aft
uLosdng t-lq Lgadloading, Lgdng Lotdtg Lowam I.
1--ft LmMV Lwctng -mg L--*g L=dM Loadno undg Lo-ft L-44
Tube
z
ilm I I I I i I -L
42 In 170.01 820 170A 435 174.0 7" 170.0 473 I?" sm -ImLo-sos- 170.0 w 170.0 519 1700 1116 170.01 621 170.0 1240 17110 621 140.7 13al 170.0 mi 127.5 1301 ITO.0 621 111.5 1301 1700 621
48 in 170.0 7011 1170,0 624 170.0 MO 170.0 OM 170.0 m 170.0 630 110.0 1133 170.0 M ISLO 1139 170,01 ff"r7 i3-5.e 1139 InD 680 1119 1119 170.0 SM ST.8 li39 170.0 M 116.4 1129 170,0 680 tY
50.625 In 170,0 747 IMO 5=M 170.9, M 474.0 631 167.8 1032,1?0.0 SM 146.3 1032 ITO.9 723 U&S l= 170.0 747 117.4 1032 17MG 756 97.9 1 1032,IMO 758 4" 1032 5700 769 70,4 1 1032 170.01 746 1
541n 170.0 7117 ITU 612 103 907 170.0 691 1382 807 1164.7 730 120.9 SOT IMS 720 107.6 001 745.0 T14 q&S 907 41-11 710 00.0 007 140.0 700 ODA 907 140.0 709 60.6 Doz 1400 1 700
C)
do In 141,1 r-s ists 026 11R.6 M 130.3 all loo.8 735 116.0 699, U.2 735 11082 599 7IL4 M 99,11 583 7as n5 Oil $74 58.4 735 01.8 574 W4 735 91.8 674 co
44.4 735 St.0 S74 co
win 121.0 w S30.0 570 1019 6M 111.5 OT 0760 660 9" 447 762 Gee Pal M 67.7 ISM a&D $31
aq 6% ?OA' 6Z 60.0 Ow 73.o 621 43.0 M 716 521 38A 60 76,6 62t
f,
681. lao egy 1I24 sn U.3 am 0&1 TT 75.7 607 $5.0 501 632 607 77.1 493 511.9 007 71.5 486 63,0 607 67.6 481
"-2 W7 MA 476 37.9 W? M7 474 33.1. R? M? 474 auj
$to 03
.399 0
721. 81.6 Ste SU 443 60,0 $10 no 61.0 510 572 410 464 510 533 413 50.0 4 34.0 5111) 4!L9 402 1 2112 510 44.4 399 2965 610 443
18 fn 69.4 450, 726 400 67.8 61.7 392 416 458 54A 3115 43.4 4!8 489 379 35A 4W "A Va 3j.-7 4-58 41.6 1 383 28.9 453 37.7 = 24.11 438 3&0 359 21.7 -CW-i-?--iFS
IN - - - A
?061 64.2 4M 67.0 Sal 516 435 W.8 3n 45.9 435 49.8 3W 40-1 435 44.7 WO 3&7 435 40.9 365 ZIZI 435 Xl 351 2" 435 34A 344 229 435 3Z6 341 Mi 435 322 340 r-
00�1:, 41.4 327 3&4 203 W.9 327 3t.3 210 ZLI 3V 2&3 27S 232 327 252 a, T 20 17A UT 21.0 252 14�9 321 18.3 250 Cq
= 43.1 294 3C8 z <
'I ig".
00 In U4 M 35A 257 251 29.9 252 KO 287 28.0 249 21.6 287 22.1 244 liki 287 20.9 240 17,2 287 10.3 Z-37 f14A 20-7 10,9 232 a hZ
O a
•
-10-81. 242 H24 77 205 20.2 227 20,3 117.3 227 Ito ISO(
-' -% 229 -27-5- a 194 t8.6 m mi�1- 15.9 215 16.6 188
120 in 17.6 1 11841 1 17.9,1 187 1
X
TABLE 3B
Anchor Ca Table(lbs) ANCHOR CAPACITY ADJUSTMENT roRmuLA. z
(ANC11.0'R CA'P,,,,�..)
FHtdCMV PT%N"d U__ _ANCHOR CAP
17k C-1da 3.51,Cm I FAUMCMU top.)X 'L. 0
Ambw ryx U'Ek.Utuoi Ite Ek-.M Naw. 31 11d 9S ExISMIrEko 74-SSF11c. 9108t�d 912S 0
Anchor Clip Patterns Law. .16'Elco UMM. 114;Eko Macon A07cG�ec' 1" 012 Sled
AW.G=1 LIMMOR (05) "w MQ USE THIS FORMULA TO OBTAIN TH57ANCHOR
UP DISL�e(In 1. ZV7 1. 241r 3-11161 2r V 1 2-112* 2- 3-118' T 0,46' Br. - 0.324- CAPACITY REQUIREWCORRESPONDING10 AN PRODUCT REVISED
L Elng ode
�ftl� l-w I'M. 1-m- 1,V4- r I-VC I-tw I-V4' I I-1/r I-lpr l-w r 1-wel l'w volil ACTUAL PRESSURE REQUIREMENT FOR THE '25 00" h the Florida
390 ilm 390 W 450 be 184490 270 ft 26016! 354 Ibs L40 I!n 374 0% W40. --grM. 341 W, 44202- 6603! OPENING,WHEN rf IS LOWER THAN THE MULLION
I.E. 17-osn.ol
4 Anch-191.26'Min.O.r "d 400 M 70034 WA WA WA WA 230 gz WA X'A WA WA WA 682 M. mul. 1i2oibs CAPACITY(FROM THE TABLE)OF THE SELECTED
S-'n'
4�Ane r Mn.WN 1-10AGC,��l WZ;t 3� 780 W 760 W. 6802- ZOOMS 1098 bs 540 IM 50 Ib3 WA 7w im 74002- am Ws Iambs 6m rm Smits112003 WMULLION.IT WILL YIELD A MINIMUM ANCHOR Expiration Date 0542612021
2A. WA WA -WA- IVA WA N/A WA IJA NIA WA WA WA N/A -WA CAPACITY WHICH MAY BE USED TO QUALIFY
Wo gb3 18711m ADDITIONAL ANCHOR OPTIONS FROM THE
T -0"Mo'
"L MI.A. 10
I Ib3
IVA NJA A T.q CAPACITY TABLE.
2AIftv 0 1.15-VIM 0,CJ F�aip QIM%1 240 ft 350 W. I WA A ANCHOR
NOTM FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS-THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: FIGURE 2.1 TABLE NOTES:
1 SEE SHEET I FOR INSTRUCTIONS
ON
USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
.
1 .HEET.1-41.Rt GENERAL INSTALLATION METHODS.
yll 1111/
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
FIGURE 3., LYNiv
3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23, 2.7601
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RIESTRIGTIONS 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 FILLED
CONCRETE UNIT(CMU)SHALL CONFORM C*0.WOOD SHALL BE PRESSURE-TREATED 3 7 S'
FIGURE 4'. FIGURE 5: FIGURE 6; ..;4a'�
-THICK(18 GAUGF).STRUCTURAL STEEL TO BE AT 11'X 2.73'X.376'MULLION
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045" F
YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL SE6063-T5 AND BEA MNIMUM OF.125'
LEAST.12STHICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 's. ........
THE MATERIAL#10 8412 ANCHORS INTO WOOD MAYBE STEEL,I"&S.OR410 S.S. �01VAL f-lV
A,MN MK P.E.
FL PEN 56705
TABLE 4A AH'
Mu81onC2ao Tabfo bs ?.�
Oponing Width(fOr%erdcWVVarrlrg nNOors)or Opanhlp Haight(for Wimrd spmvdng mtRom)
501. 6011 _ 70 in so In so In 1001n 1200, , - 140 in 160 in
1 x 2.76% Rect4nw�l TM#Td810. Rochn9vlar Tnp791vg• Re4miipdar irrrff_JidanO, Rettm�iv r wrrw* Rwta,lw nr T-pma c- r d.4dar Tnz iii- Rodmoft Mapfrdon0• tact ngdor Tnldrdap, ft dm(p.7w 7hylydm0. S^"
.1x2.766 L=ft Lcaft Lowing Ltmdn9 Lw&g L09dn9 tnedrrg Lwft yuaft Lowing Lmdm Lmdng Loedm, Loadng Louring Load-9 Londna Loadn9
Tube 2 2> Z:• .. ,� .• 3 t D 2 L• 2• m .. S '��. �dLg• b b b P A'
Mal6on �. $o � �. G � �� $. 8� �•�. �'*� a �� a $� �' � � N
V u u u V V V ua & V u V u V us
S€ .Co U
uj
4211 170.01 620 170.0 435 170,0 744 170.0 475 170.0 866 170.0 566 1740 802 170-01 file 170.0 1116 17MO 521 170.0 1240 1100 521 17(10 1408 170.0 527 158.7 W201179.0 521 138.8 Ism 1170.0 621 J =
Ash 170AI 708 170.0 624 170.0 550 170.0 594 170.0 802 170.0 630 170.0 1133 170.0 601 1780 1275 173.0 677 170.0 1417 170.0 680 1.11.7 1417 170.0 680 121-5 1417 170.0 850 109.3 1417 170.0 680 h 4 N
50.875114 1740 747 170.0 583 170.0 890 170.0 8'31 1780 1048 170.0 6d4 170.0 1195 170.0 lm 1826 1268 170.0 747 149.3 1286 170.0 756 121,9 72b0 170.0 756 104.5 1288 770.0 758 81.4 12✓36 170.0 758 W O
541n 170.0 791 1780 612 170,0 958 170.0 681 170,0 1116 170.0 754 160.7 1130 1740 503 133.0 11,10 170.0 637 120.0 7130 1780 095 100.5 1190 17(10 861 98.1 1130 170.0 861 753 1t30 170.0 081 -5'. m W
min 170.0 !� 170,0 701 105 615 182.3 761 1265 015 144.5 7411 100.8 015 1623 735 97.8 915 123.0 726 67.0 915 116.5 720 732 915 114.4 715 628 915 114.4 715 54.9 915 114.4 715 @ 1••' N Ur
{ 631n 151.8 130 161.9 710 120.5 630 138.9 MR 105.5 830 1232 681 94.8 WD 1122 870 84A 630 1043 592 75.9 830 99,4 056 633 830 949 549 54,2 6'A 94.1 649 47,4 830 94.1 60 Z � W o
Fi 68h 1321 767 140.0 650 110.0 757 116.8 638' 94.3 757 106.9 624 @.5' 757 WI 614 73.4 757 89.1 506 86.0 _767 642 am 65.0 757 79.0 593 472 757 78.2 891 41.3 757 799 591 Z (L �(,)
C
j
72 In 101.7 639 100.8 852 54.8 83a 91.0' 510 727- 638 80.1 530 6M 836 722 521 56.5 036 68.5 514 50.0 638 623 508 424 636. 572 500 38.3. 878• 65.J 497 319 839 552 497 �.J
78114 80.5 571. 90.4 488 721 571 768 486 Bt. 71 67.4 479 54.1. 571 60.0 471 460 571 65.5 464 43.2 671 51.8 459 36.0 571 47,0' 451 30.8 571 M3 447 27.0 671 44.6
Ta in 80.0 842 83A 474 66.7 542, 703 405 57.1 642 621 456 50.0 542 55.7 449 44.4 �642 SIA M2 40.0 542 475 437 33.3 542 42.8 428 20,6 542 40.6 425 25.0 SU 40.1 423 Z Z Q ¢ N Z
90 In 627 407 63.7 301 43.4 407 414 355 372 4177 30.6 348 325 407 363 313 249 407 321 338 26.0 407 7A6 334 21.7 407 20.1 327 1sA 407 24.1 322 10.3 407 23.0 310
ae In 42.0 350 M.1 320 35.8 358 37.2 31l 30.7 35d 32.4 309 28.0 358 28,8 304 2J.0 356 29.1 300 27.5 356 24.0 290 17.8 358 21.0 260 15.3" 356 19,2 284
100h 30.1 283 30.8 258 25.1 7d3 25A 251 21.5 253 225 247 18,0 263 19.9 244 16.7 183 160 240 16.1 261 16.5 23-1 o W 40
N ,W n
711 in .27.8 267 283 242 231 267 238 235 19.9 217) 20.6 235 17.3 287 tai 231 114 287 10.5 225 - - ® F- cV '�
120 In 22A 229 713 209 tea 220 166 205 157 220 162 202 - ,L7�7 Q X Z O O
TABLE 4B, AnehorCa Table ba ANCHOR CAPACITY ADJUSTMENT'FORMULA: °�F � �: mp49
sueatrate 278 Carwret9 35k Cara Fftcmu I�CA81 Fr Mix! Metal (pla5)X(ANCHOR _ANCHORCAP.m '�
1'18'6ko 174'83 51 0 5'�Eiw 114'S8 EIc 910 Steel LM2 Sled d12 Steel `MULLION CAP.,•,,,,,
Anshorlype; 9118'Ncv Ul05cm 174•E1cc I1Mcan iris•Qe5 Ulpxyl L4'Et.Ul0acm
Anchor CUP Patterns uiaaocn � AppmOalor ttnmcm' Ap9re0ear.S4rero ro81 6420.,(Gs) 6e:ew(c•5) USE THIS FORMULA TO OBTAIN THE"ANCHOR PRODUCT REVISED
Etl9n tXltmce l0lk 1' 2.120 r z-f2' s-1re• 1• z-1rs• t• z-1rI z• 9-tra• 2• 0.48• e.w 0.,24• CAPACITY REQUIRED'CORRESPONDING TO AN
as eomplYln with the Florida
Embedmmrt M 1274• I-Y4- 1aI4' tau• 2• 1-f/4• 1.114• 1-114• 1.114• 1-114• 1.114• 2• falx fair ud5o ACTUAL PRESSURE REQUIREMENT f-0R THE Building Code
2 Amh9304.75^ h.O.c.Is or OeSd QlP lcq.17. 390105 38003 450 I6s SW Ibe 1544 es Z701he 260 lbs 35416, 740 Ib.- ,7408 059b1 94803 341 ft 2Qf 560 t3 OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. -17-0630.01
4 AnchM Q 1.15•Mh.O.G I Stnd d(or 02.0 CDP Tic.2k 460 ms 700 f .NIA WA WA J.A
A 35010. WA WA WA NIA WA 682108 ea5 1`120 IM CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Dat6 06/26/2021
1 Antra,03•Mm O.R I R)Z16An9le COps I(Fq.0 780®, 720M9 98010. 1580@5 1898 ms168 660 Ro MA_ 720 b3 748Ibo 8m IW 16921M 602 Ibs 11209. MULLION.IT WILL YIELD A MINIMUM ANCHOR
2Amh5n 170.44 MIn,O.C./U•Cbp,hfo.125•AUn.(Ft0.41: WA WA WA WA WA WA INA f0A WA WA WA - WA' 715Ds CAPACUY WHICH MAYBE USED TO QUALIFY BY
chorI Flop(FiO.fit: 18516, 19516, 225165 445 Cs an iW As 140166 .177 475 3701br 191 ms 332The 4731 n ITO lbs 221 ms _ 2(l0 ms ADDITIONAL ANCHOR OPTIONS FROM THE Nliaml-0a ro net Control
2 Arrhaa 0 1.15'Mh 0.Cl F431v ffW,ek 240 ms 35016, WA WA WA WA 19016, WA .. WA WA NN WA 311 the 442 ess 560 205 ANCHOR CAPACITYTABLE
NOTE FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. �r�CIRCLED VALUES ARE USED IN THE F7(AMPLE ON SHEET 24.
FIGURE t: FIGURE2• TABLE NOTES: ��// _ - - -•� 1000' �-•-•
_ O 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION_ON LOADING. - -
- SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS: - }
�`
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. I 1t 4114.r r f//
N ��.
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2750•. `�� `��vcEni N
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. ant,
'
• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. \*: NO.58705
050
ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED X. *_
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE•TRFATED -'
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHAD.BE 606375 AND BEA MBNIMUM OF.12E ��-
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.M'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT - %�`••' F ATF O (4/.
LFAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THRFADSBEYOND`- 1'X2.75'X.650'MULLION �i�CCsS'.�OR1OP,.•'G���`
I I I THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 SS,OR 410 S.S.
A.LY{�tSIM�LIER,P.E.
FL P.E.#58705
TABLE 5A b RI
Mullion Capacity Table b57R71 ,�, A
Opsn2nB Wid81(fcrverticalysp3rtdrlg mv6cans)ar Opaninp Helaht(for hmb:orbW4pmWrg muffian5)
5014 00 in 70 in DO In so In Min 1201n 14D Or 150h
Rectc4lrq 1r4+IT8a47. fUcrrnOWar 776p59564µ RaclanWlar Ttay9f41q, F7eamnytar 7rap,+Tnmq. RecWtOds Tnrp71'4m0• Rect4rqutar 7mtdrrNn@, R1Ctanpd>K Trsp"TUart9. F � TmprlNem. Rttitanpder tYgJ9fan@,
t"X3.19.6"x Lomdrp LaadnB Lwdna Loaanll Laadr9 Lcadn@ Lo68n0 Loaana Loadrr7 Lamnq LaadnO Lmftg Lasdrp Loadm9 L..dm LOadnO L15dg4 Loadr2
.600"Alum
Tuba UuH
G U U U G G U G U U
§¢ 2 Zz
21G� �8 sc� �a� � �t� � a' S 9 rc �
421r 170.0 661 170.0 435 170.01 744 170.0 476 1709 860 170.0 SOS 170.2 812 176.0 518 1709 1116 1700 521 170,0 1240 170.0 621 iToO 1488 170.0 621 1720 1735 170.2 521 1154.4 18021 170.0 571 W O =
t5 1 in
01n 170.0 TO 1709 524 Mt 350 170.0 584 170.2 992 170.0 030 170.0 1133 170.0 801 170.0 1275 170.0 877 170.0 1411117U 800 157.7 1577 170.0 Bao 135.1 1577 170.0 6S0tM4140MI
77 170.0 660 a
53.62514 170.0 147 170.0 683 170.0 M 170.0 631 170.0 1048 170.0 804 170.0 1195 175.0 723 170.0 1345 '170.0 747 170.0 1494 170.0 150 141.7 1495 170.0 756 121.5 1495 170.0 75655 1780 756 tD W 113 0
6414 178-0 797 Vat 612 170.0 SM 170.0 a9t MID 1110 170.0 754 170.2 1275 1780 SW 10'8.1 1401 1780 837 149,11 1401 170.2 858 124.0 4M 170.0 061 106.8 1401 1780 88101 1780 am $ j 00)&7N 1780 aS 170.0 TO1 170.0 1053 170.0 797 1584 i1S8 170.D 8711 138.7 1156 107.0 928 123.3 1158 150.5 917 111.0 1158 140.7 Bit 926 1156 114.5 903 70.3 1158 144.5 9036 141.5 803 F- 0 0
6314 1709 WO 170.0 745 159.0 100 170.0 550 I3T.0 ISO 1¢5.5 660 119,5 1049 141.7 aW 108.5 1549 1320. 830 05.9 1049 125.5 828 74.8 1040 110.3 820 68,5 1048 110.9 519496074 168.8 055 770.0 799 138.0 'OSS 151,3 DO4 150.1 885 133.7 788 1142 0% 121.4 775 920 055 112.8..765 W.4 055 400.4 757 888 96S 92.8 149 60.6 0% 88.7 1485 86.7 74372In 1245 853 134.8 697 107.0 aW 114,9 682 81.11 8W 101,1 art 80.3 003 91.2 �859 71.4 SW N9 649 642 aW 711,6 642 53S 803 72.2 032 439 003 69.6 126 69.7 627 � �`,.1 �1e(n 1092 725 114.1 629 81.0 721 07.0 850 7A0 721 1151 605 68.3 721 78.5 ! 60.7 721 781 £Fa 51.8 721 BSA 570 48.6 721 59.{ 654 3@9 721 50.H 884 1 $$.t 58S Q z,•,
7dh 104.9 fifi4 1054 509 84.2 W4 89A 567' 722 884 MA 576 83.1 084 TOA 567 58.1 684 64A 558 50,5 684 MS 551 421 634 $4.1 641 38.1 684 $1.3 538 31.6 861 50.0 W4 a :3
z F-
110 in 056 614 67.9 458 64.6 514 57.8 440 47.0 616 fi0.0 440 41.1 614 44.8 433 345 514 40S 427 32,0 614 37.3 421 27A 514 339 412 23.5 514 30.4 406. 20.8 Std 29.0 403 F- >n Z
06 542 452 55.7 404 452 4S2 47.0 39S 38,7 452 40.0 390 33.0 452 38.4 384 381 452 328 378 27.1 452 38.3 373 220 -452 26.6 385 19.4 452 262 359 189 452 228 35S - a yC g° 0.v�
Sin
38.1 357 38.0 322 31.T 357 32.7 317 27.2 357 26A 312 23,0 357 252 308 21.1 357 22.7 307 19.0 357 208Mlt$ 289
t2409.9
357 10.2 207 11.0 357 15,0 2W � N U7�
LU
N
111 In 35,1 335 35.8 303 292 330 30.) 301 25.0 338 28,1 200 21.0 335 23.1 292 19.5 336 Z0,8 2E8 77.6 355 i9,a 338 14.8 273 M,0 336 13.6
1201n 27.7 289 282 203 23.1 2ffi 23,7 2S9 me 289 20.5 255 17.3 289 18.1 s"'S.2 15.4 289 f83 249 13.9 219 ILo 280 11.4 235 6.7 236 10.4 Z12 '-- Q_x .d Q
TABLE SB ANCHOR CAPACITY ADJUSTMENT FORMULA: }n g a Z go ya
AnctwrCa Table s ANCHOR CAP.,,,,,,,,, o .. 4:mtY
_ suauafc 277:CDrcrtte - 3¢kaoM. Nmw o4u Fuxgctau P7vrax F4e1a (DP,�,)X )-ANCHOR CAP..,, O �'a 11-11
A1C.yp0. 3n6'Flto latrAoli V4'G45 Utocon 5f'6'em $'16`FJc6 Untam 'VY FJcoUtazan 1r4'S3Elna 516'Etca 1141 SS EIw 01D Stat M2 Steel 02SUN MULLION CAP., >,,,
AnchorCllpPatteme ulrm6 AOpeGaar UAMW A99RGAar Screw(G5)Susv(G6) Su pb) USE THIS FORMULA TO OBTAIN THE'ANCHOR PRODUCT REVISED
Eo;;e015mme On 1' 2-v2 r 2-va• 3618• 1• I 2-14r 1• 2-12 z 1 3-Ur r oAr A6t 0.326 CAPACITY REQUIRED'CORRESPONDING TO AN ascomp with tho Florida
E nDbOhM 1.3/4' I-To 1514• l.N4' r IWO 1•11r 1.174' IA/4" 1.114• 1-tri• r 1-3+6' i1w v4n86 ACTUAL PRESSURE REQUIREMENT FOR THE Duildtng Coda
2ant7oa 034.75•ta4 O.al S'mnad Oromw C0 6a01T ego ms =a to Oman soap 1644163 vats 28r72e 36t MS 7491ts 374ms 664 xe roams 341 ms 4az ms 6w 3n OPENING.WHEN RIS LOWI�i THAN THEMUtilON NOA-No. 17.0630.0'1
4 arenas 431.15•NN,o.c t 3rmmb Or omn)Ce q 27 48094 700 is NA ILIA NIA N/A Sea" N/A N!A tua wA IUA =13 665 p5 1121IM CAPACITY(FROM THE TABLE)OF THE SELECTED Expirailon Data 05126/2021
AArctan�a-mhoc.r¢)2i5An7W.C7p8/03p.3j 780@3 Mrs 6W to 15W far 1608 m4 64ribe 6fnms NIA 780 its 748 LM eW 05 18921, mt. am to 112774 MULLION.IT WILL YIELD A MINIMUM ANCHOR
3Arc0ors®0,453NG O.C./u42p,7nta.125-Alm M 4y NA WA WA WA WA WA WA ,WA IVA N/A WA WA WA WA 1073 On CAPACITY WHICH MAY BE USED TO QUALIFY HY
lXL101IFZC1 80 5x tg5 ms 10513 226 m3 445 us 5226,5 =23 furan SR ms 270DA 187 ma 363 t3- 473 1709. tat Ss- 2�IOs ADDITIONAL ANCHOR OPTIONS FROM THE MIan+I-U oProl7uet 9f':ontrT
2Arxttn 1.18'804 OFCGp P;61 2406. 35026 WA WA NFA WA IDOM NIA WA Nu I WA FLA '941103 4@R1 -56Om3 ANCHOR CAPACSTY TABLE.
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -
FIGURE is FIGURE 2: TABLE NOTES:
S SEE SHEET 1 FOR INSTRUCTIONS NS AL USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
M SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE
FIGUE',E3: 9.125"
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23, �` .t,`:� :•"Ly
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. � ,�,••'t\CENSE:•;ft'r4+
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
No.58705
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FiLLED •�0" ••7 ••>k•
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TRF•ATED 'V
FIGURE 4, FIGURES; FIGURE 6, YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEAMINIMUM OF.125,
THICK.STEELSTUDSTOBEAMINIMUMGRADE 33AND.045THICK(18GAUGE),STRUCTUR4,LSTF.ELTOBEAT i"X3.12S"X.5'MULUON t7 - '•<tt"
LEAST.12W THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1"VFMULLION) %�(�s'•.;sLORIDA,.•�•�'��`
THE MATERIAL.#10&412 ANCHORS INTO WOOD MAYBE STEEL,18-B S.S.OR 410 S.S.
Ni III RE.
FL P.E.#5B705
a
TABLE 6A g s
- _ t6uman Capacity Table wile) 8^nT1 SS 0°
Opening Width Iferuellira*spalnng m1810r19)or Opening He lild(for hollmnlet arvirg mu6ons)
501n Win 7081 80h 901n 100 In - 1 120% fah 160h
Rc46np.tla Taw"XI- R.=,Wa 7m9Irn.9 Rwtwodlar Tr-pri6•g. RectaPdm Tmlm* Rat49ow- T.01ha9. 1ac13VA_
-".0 RecLlrqula 7.0111.8. Raclmm 1. Tprft 9- R.Iaogm TnWTdWq. �
7x471.129 L-&M L9a@.p L.&g Lmdrtp r19- Loe4Laa4m Lmdn9 L.Z9 Lft L4,dn0 L dh0 LWInq L.1.0 Loa4A0 L9 ft LnadmB L.&S Lmdry SY
alma .. ..Tubu ' '.-, •a_ €,. ''€-. r rF,. �a-... 'a' 'ru°'... ' �' �... r`
on
g s
a � � LR s � € 6,g =� a� � a s€ �. s a� € g a a s€ � � s � a � � �o3V F•
5 s g � � �� 6C _ 021 11 �I J 11 � 1 � Z N � W
0 W
421, 17CO 'a20 170.0 439 170.0 744• 170.0 478 17LO BOB' 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 a21 1459 I 1499 170.o 521 127.61 1499 170.6 621 w
481n 170.0 705 170.0 524 170.0 a5o 170.0 604 1170.0 992 170.0 630 170.0 1133 170.0 6BI 170.0 1277 1700 677 168.3 '1307 170.0 680 130.3 1303 170.0 680 111.7 1303 170.0 660 97.7 13(13 1709 980 a to
50.625 in 170.0 747 170.0 083 170.0 693 1".0 031 170.0 1048 170.0 684 1700 1195 UM0 723 1661 1235 170.0 747 140.8 1236 170.0 768 117.1 1235 '1780 786 100.8 1235 170.0 736 57.8 1735 170.0 760 , W O F-
64 in 170.01 797 1 170.0 612 170.0 953 17110691 170.0 1110 1 1700 774 164.4 1166 170.0 803 1372 1168 170.0 017 123.6 1155 170.D 868 1029 1168 1 17D.0 861 582 ima 170.0 a61 772 ima _1709 asi K co CDCl) co
HI
eo In 110.01 685 170.0 701 188.7 1042 170.0 791 142,0 1042 161:1 632 125.1 1042 146,7 315 1112 1042 136.8 301 100.0 1042 130.2 791 83.4 1042 125.1 782 71.3 IOU 125.1 7B2 628 1042 175.1 76,2 F.. Z
631n 17MO 1 530 1170.0 745 ,1512 992 163.6 818 1299 a92 144.8 799 113.4 992, 131.0 76 100.8 892 VJA 788 90.7 092 1149 756 759 992 1064 745 81.6 992 1050 744 667982 1010 744 �
fish 1854.4 947 170,0'759 137.8 947 148.0 780 116.1 947 130.3 768 103.4 947 117.7 752 919 947 108.7 738 B27 90 1a22 727 -659 947- 85.1 713 59.1 947 94.0 711 51.7 947 B49 711 z
Sm 06 Z L)€ eU
c 72In 135.8 649 1427 737 1132 849 1219 722 87.0 6,49 1056 709 84.8 849' 98.4 896 756 049 60.7 (;06 67,9 810. a2.7 075 [4.4.6
6.8 849' 76.3 FA9 48.9 6,49 725 6,52 42.6 6,49- 724 571 W ? W6, Q
76 h' 1168 7@ 120,7 665 BB.3 762 1029 652 6,25 702 60.0 -690 722 762 10.9 026 04.2 762 743 6'm 67.6 7R 882 613 6,.1 782 62fl ED2 41.3 762 69.9 597 36,1 762 69.4 695 (n Cz
YBh .1089 724 111.8 634 89.0 724 649 021 76.3 724 B2-0 609 656, 724 TLA 599 59.4, 724 641 591 m.d 724 634 603 724 07.3 673 363 724 64.3 66733.4 724 04.5 SWg0 h 69.0 643 719 403 58.0 643 60.7 474 48.7 50 529 466 43.5 643 47.1 468 356 843 42.8 452 34.5 643 356 446 90 643, 34.0 436 21.7 543 30.7 478 Z ¢ Z961. 579 476 58.9 421 47.0 473 49.7 419 40.9 478 432 412 35.5 478 39.5 400 31.8 478 349 400 26,7 478 320 395 39 476 28.1
!MW-
17.9 473 24.2 378 a 0N1W h (0,3 377 41.1 341 33.8 371 34.8 735 269 377 30.0 330 252 377 269 325 724 377 24.0 321 281 371 220 317 68 377 I". r- co111h 37.1 351 37.8 323 60.9 357 31A 319 26.5 357 27.6 313 233 357 24A 309 208 357 220 305. 10.5 957 Al 301 5.4 357 17.4 - n W+ X
12D 293 306 79.8 279 24A 306 781 Zfd 21.0 708 21.7 710 18.3 308 193 �7, 16,.3 908 179 263 -
144 h 17.0 212 172 O O
TABLE613 ANCHOR CAPACITY ADJUSTMENT FORMULA: (ost m�go
Anchor Capacity T2ble W ANCHORCAP.ne,:
Su0.simt¢ 2'7k 001'0.70 3.5k Coro. - Ho-amu F#W WU FT Wood Mold ro P)X( )=ANCHOR CAP.,.
311 ad Sao iR^68 Emo 61IT 1709 IW 89 Elw MOSted m281nd fil slee!• MULLION CAP.,,d,,,., PRODUCT REVISED
,AnchorCBppatteme A.Ah IVpe 3H9'EI-Utl-" 1W Eto Uma 311 B'FJ.L71mco0 IM Ek.LW,.m Ips) as complyin with tho Florida
u15ae9R AOGaGamr utmwn .8891-06,01 8-05)s4mw &crew(GS) USE FORMULA TO OBTAIN THE g
EdF Dblance Ont 1', 2-i? 1•- 2-117' 3-118• 1' 2-1re I. 2-t6,- - r • 3-116' 2 .0.4W 0.64• _ 0,221• CAPACITY REQUIRED'CORRESPONDING TO AN BuildinCM
EmtwdmN On taW I-W tall• 1-314' r 1.114• 1-114' 4114• 1-1k' 1.114' I-N4' r tale !:a renes ACTUAL PRESSURE REQUIREMENT FORTHE NOA-No. 17-0630.01
2AnchW04.75'MULO.C.i ShudaMwoa-et CUpft.1&21 3W b- 39D WB 45010- 8900s 1644 1b. 270043 .280 bs 354 ma 740 W- 374043 654 The go Ws 341 ud 4421b+ 660M OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/2612021
4 Amhom D 227 Min.O.C.I Slandnrd(or01s40 Clip ff4.3k 700 W 700 W+ 5(10 Ws 14101b3 9521. WA 5M 043 WA 630 043 WA e801D3 WA 662 Ws BB516- 112o rm CAPACITY(FROM THE TABLE)OF THE SELECTED
8 Amh=0I.1TMm.O.C.l at-lad(m03so0OIW(Ft0.4k 9600 1400 Ws WA WA WA WA 760 We WA WA WA WA WA 1363 be 1776 W. 224011, MULLION.R WILL YIELD A MINIMUM ANCHOR By
- 4Anchom®3"M.ON
(2)255 Aro.CUPS I ft.57 790= 70016. 80 8 v. 1560 toe -18ae Ws 640 Ba Not. WA 76D W3 748 043 Booth 1692Ihs 682 0, 05 un I I"ft CAPACITY WHICH MAY BE USED TO QUALIFY Iia 0 Product Control
_ 6Amh0r303'Mm O.C./R)7x6 Ar91.Clens I ff4.6): -117015- 1170043 1020 W6, 2390 bs 2844 M3 110 bs 1401, 'WA 1140Wo 1122 IM I=1123 2838 be 1022 o6, 1327 W6, 1080 Ws ADDITIONAL ANCHOR OPTIONS FROM THE
4 AtichO. OAS-Min.O.C.I uag1,10.,125-Ab..ffq.7k WA WA WA WA WA WA WA WA WA WA WA- WA WA WA 1430 ms ANCHOR CAPACITY TABLE
2Anh..G 225•Mh.O.CJ F-Clip.(FIO.Bp 3609, 350W 280163 lOS las 4701N WA 7LO Ws WA 315 IN NIA 44003 WA 3N®s 442 W- 604106,
4Ancham®I.7S Mh,O.OJ F (Pg.9): 480 t6s 700/. WA 49A WA WA •380 W3 WA WA WA WA WA- 087 Wa 886 W6, f 120 bs
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. - - ,, ' 'I 1.000• I"
TABLE NOTES: -FIGURE 1: FIGURE 2: •FIGURE 3i FIGURE4: FIGURE& FIGURE 9:
_ If SSE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SFS
• • • • • • • • • - • • SHEET82-4 FOR GENERALINSTAILLATION METHODS. 71 YLYN
• • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 18 ALLOWABLE. `�` .��`•:0C.��
• • • • • • • -
- - - 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4'000 � � •.P
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET'S 21-23.FIGURES SHOW *: No.58705
FIGURES: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ _-
-
• • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '• b&ATE •:•4C/��
• • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .125' :,n <(/�
-� SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.12S'THICK-STEEL L % F'-•.;�COR1D4`.•-' \��
CK
ANGLE CLIP(FIGURES 58$)MUST BE USED W PAIRS. AND STUDA36 ALLL ANCHORS INTS TO BEA MINIMUM O
METAL SHALL EXTENO AT LEAST 3E 33 AND.04W THICK(19 }SCREW THREADS
STRUCTURAL BEEYOND THE MATERIAL#10L TO BEAT UEASTAW 16 1•X 4•X 1zs7 'Ss��NAL
912 ANCHORS INTO WOOD MAY BE STEEL,16-8 S.S.OR 410 B.S. MULLION A. FLP.E.
P.E.
FL P. .$58705
TABLE 7A �
Mullion C•padtYTable(Ibs1R) 3 "
Opening Wiolth(rorvertcalryapervt MLBCn3)orOpening Height(torhnl=nWyaparWrgmuti6re) �
50 In so In 701n 801. BDIn too In 1201, 1 I Isom
Rnctmwat mwmwvn Realanytdm Tnprhimg. RecU wA. Tnprtdms. Ro"Acr Tta Mtml9. RedmNmr TmWidarg. Rld gular TmWTd4rq. Recten0ulsr 7teprrnmp. RutangMu TmplW-4. Redm•dr Tmp/Tdm9.
1X4X.976 Lmdng Losdng Loadna Loafing Loadma Lmdrg Lft6v Load" latdng Loodn9 L-1119 Lnzdng L.MV laadmg IOadlrp Loodn9 LoadSg L-AnO P.Y
Alum. "b6 r AA^ nS6 $rg 3 �r�° _ $• &_ .ae r_ Fqp 3$,. �g 'gr§ a& $i_ g @'.. Eel
Mu lion 6 6� t5 t!� � +9 CY iS � t3 � `�' �' 3� t5 �' i3 S R i S O�` 9 � �� lY
Hg� 1 11 ua .11 � f 11 I .11 1 g i III" II1 Z r " W
42n 170.0 E20 170.0 435 170.0 744 fi7Q.DM
170.0 888 170.0 608 170.0 S2 INCA 519 170.0 1116 170.0 521 170.0 1240 17UD 521 170.0 1488 178.0 621 170,0 1735 170.D 521 170.0 1983 170.0 521 � � �
481. 170.0 708 170.0 524 170.0 850 170.0 992 170.0 IAO 110.0 1133 170.0 601 170.0 1715 170.0 877 170.0 1417 170.0 8410 170.0 1700 170.0 680 170.0 1883 170.0 880 151.8 7D24 170.0 680 K
50.6251. 170.0 747 170.0 583 170.0 6% 170.0 1045 17D.0 584 170.0 1195 170.8 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170,0 1793 170.0 756 158.0 1919 170.0 758 138.5 1819 170.0 758 Z
84 n 170.0 797 170.0 812 170.0 056 170.0 1118 170.0 754 170.0 1276 170.0 603 170.0 1434 170.0 537 170.0 1594 170.0 am IWO 1798 170.0 est 137.1 1799 170.0 881 120.0 1799 170.0 881 � W Im CD co
60n 170.0 88.4 170.0 701 170.0 1003 170.0 1240 170.0 076 170.0 1417 170.0 M4 170,0 1594 170,0 090 155.5 1619 170.0 1033 1.16 1818 170.0 1063 111.D 1610 170.0 1063 87.2 1518 170.0 161 -I F tto
W n 170.0 930 170.0 745 170.0 1110 170.0 IW2 170.0 040 170.0 1468 170.0 1015 166.7 1342 170.0 1076 141.0 1542 170.0 1122 117.5 1542 168.5 1158 100,7 1542 167.8 1157 NA 1042 167.9 1167 g Z
son 170.0 674 170,0 789 170.0 1169 170.0 1384 170.0 1002 1609 1472 170.D low 142.6 1472 168.8 1148 128.5 1472 160.5 1130 107.1 1472 147.8 1105 91.8 1472 146.0 1104 80.3 1472 146.0 1104 Z = Ni m S
C 72n 170.0 1663 1Ta.0 678 170.0 1215 170.0 1009. 150.0 1320 •168.2 1101 1320 1320 149.91 1082 117.3 1320 1379 1068 105.8 1320 126.6 1049 08.0 1327 117.0 1024 75,4 1320 1118 1013 68.0 1320 t12.5 1012 w LAI 0
76 n 1748 1122 110.1) 937 149.6 1184 159.4 1013 123,2 1184 139.0 694 1122 1184 125.7 978 80.7 1184 1153 064 89.0 1184 11..3 952 74.8 1184 87.0 985 80.1 1184 93.1 927 $0.1 1184 023 D25 j ((a� Z
a J
� -78 in 166.1 1124 170A 887 136.4 1124 1470 965 118.15 1114 11211.8 1 907 1018 117.0 1769 931 823 7124 10.19 910 03.0 1124 80.5 006 0.92 112L 09,0 680 893 1124 1 643 Ni 61.9 1134 812 876
901. 108.1 844 +119 750 90.1 544 94.3 738 71.2 841 821 724 87.6 844 73.3 712 60.1 614 68.5 702 54.0 644 61A 693 45.0 844 543 078 38.6 944 50.0 666 33.8 814 47.7 662 = Q N
ff- Z
96n 89.1 742 91.5 663 742 742 77.2 652 63.6 742 07.2 Blt '65.7 742 59.6 63+ 49.6 74z 61.1 622 84.8 -742 48.8 814 37.1 742 43.8 598 31.8 742 39.e 690 17.0 742 97.6 661 a ny�ytoto
10891 me 558 63.9 530 82.1 558 03.6 621 44.7 686 46.6 513 38.1 686 41.4 605 US 588 37.3 49a 31.3 NO 342 492 26.1 NIS 29.6 481 22.3 NI 28.6 472 19.6 beg 24,7 468 - n � M N
111 In 57A 885 Ba.a 503 45.0 am 49,5 498 412 MS 429 487 30.0 665 38.0 460 32.0 666 342 473 28.5 555 31.3 467 24.0 555 27.1 457 20.8 555 24.3 448 18.0 665 224 842 N L X
1791. 45.6 476 48.4 433 38.0 476 38,0 476 326 475 317 41. 28.5 473 29.8 414 25.3 475 28.0 409 220 475 24.5 404 19.0 475 21.1 395 163 475 18.7 387 14.3 475 172 361 ® X
a1441. 26.4 330 79.7 305 220 330 224 301 18.8 130 18.3 287 18.5 330 17.0 283 _(~=9 V ¢�O
TABLE 78 ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anehor d Table los O
ANCHOR .,, g �-3
8ut.WS: 271,lXvsre[4 3.St Cara. N.M.CAU FOW(•Ail) PT wood Metol (UP-)X( )=ANCHOR CAP.,„
1111 Ek* VPSSEko 5H8•Ek0 v4.8e Euro n0stee) #128leel N12 s1ea1 MULLION CAP.,o,,,,, PRODUCT REVISED
AfdlwTypo 1'18 Etna Ulbaawl 1/4'E6o Defmot 3178•E706lavxdn 114`Elco UIB'eDg1
Anchor Clip Patterns 10511..1 A82mDu'w lWacon AOOtaG9tar SuBw(OS)Qcnw(OS) Suer(05) USE THIS FORMULA 70087.098 THE°ANCHOR as twmplyln�with the Florida
Edge Oherce pny r z-1rz• 1• 2-ler 3-110• 1• x-1rz• 1• 2-1rr z sue r D.da` Ds4• 0.324• CAPACITY REQUIRED`C.ORRESPONDING TO AN Building Zode
EmbSAnwd ank. I-we 1374• 1314' 1-314- r 1-V4` 1•tU` 1.174• 1-V4` 1.774• 1-ilP 21 I-w 1-316• varlet ACTUAL PRESSURE REQUIREMENT FOR THE N0A-N0. 17-0630.01
2Anchma4.7S Mn.O.C.I Stnlllad w Oecet CUP(Fig.182y SOO los 390@0 450 ba 8901ba 1644 1b, 27D" 280 ft 3546, 7400. 374Ita -164 IDS 940 be 3411bs 4421b5 56D OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021
4 Awhws G 225-I&L O.C.16taod•d(w Onset)Up(F-O.3y Too ms 7901.5 No IDS 141065 on D, WA 560 lbs WA 630 6, WA 080 IM WA 682 W us IM 1120 be CAPACITY(FROM THE TABLE)OF THE SELECTED
BAxhm 1.15•Mtn.O.a l 6W%INd(or00sep Cllpn,4y OB01b, 1400@5 WA WA WA WA 76061 WA WA WA NIA W 83 tL5 A 13 1T10 ba 2240 bs MULLION.IT WILL YIELD A MINIMUM ANCHOR By
4 Awhom 0 T Aga O.C.I(2)2,5Anpm Cow I".5) 780 Br, )80 60 6800. 1584101 1886 6t 540 Q. 5o P. WA 760 R. 746 65 ow i1. IE02 w 6a2 un1 Us Ib5 t1203. CAPACITY WHICH MAY BE USED TO QUALIFY Minm o roduet Control
BAnchoro 0 r Mo.O.C.I(A 215 Arryta C14,I ft.Ok n7a lbs 11701b5 1P40 It. 2340 it. x81464 6tD 9ss 040 rot WA 11406, 1t2z 5. +31.aw 20386. 102264 11.65 1660 m, ADDITIONAL ANCHOR OPTIONS FROM THE
4 Arohon Q OA5-Mtn.D.Q I IK3b,mto.125•Alum.VETS,7y WA D7A WA WA WA WA WA wA WA WA NIA WA WA WA 14306, ANCHOR CAPACITY TABLE.
2 Awh=®225-Mn,O.CJ FLOP(FV.6y 3501st 350 lb. 290 M. 7051. 476 ra WA 290 U WA 316 b5 WA 440 HA WA 3418. "2 It. 560 R.
4 Anchom®1.15-Mn.O.CJ FCp pg.OXI 48010, I TOO Pn WA WA NIA WA 360 6, �WA WA WA NIA WA 6826, 8851Dt 1120 A. -
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD it.
-•-I 1.Q62' I•'•- j 1.000'
i
TABLE NOTES:
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURES: 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 I
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ���5`QNY LYAW
• • • • • • • •'• 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE :`\ S� 1lCEtd6+F /�`�i
4.000•
SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000' •'_�
SHOWN ON SHEETS 21-23,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. t1p; 1,0.58705
FIGURE& FIGURE 6: FIGURE7:
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND p:,SOUTHERN
a /•-� •:�=
• •' • • • • �i GROUT-FILLED CONCRETE BL (CMU)SHALL CONFORM ASTM C-90.WOOD SHALL BE
• • • •
PRESS URE-TR FATED YELLOW SOUTHERN PINE WITH AN SG OF O.S.6 S.ALUMINUM SHALLBE ,n'•, S ATE
:=w
6063-T6 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AND.045' 3775• 37S ���� •'F�aRI�A••'• \���
THIC
18 GAUGE).
STEEL TO BEAT
HORS
ANGLE CUP(FIGURES 5&6)MUST BE USED IN PAIRS INTO METAL TLI
ETAL SHALL EMEND ATLEAST 3 SCREW THREADS BEYOND THE MATERIAL.#125"THICK AND A36.ALL 0 #12 1•X 41 X.375 1 1'X 4"X ��/S,ON/q�L�NG
ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. 'T'-MULLION MULLION A.LJYr�•)MJ41tEF�,1P.E.
FL P.E.#58706
TABLE 84.
MUInonCapacity Table bsHt1 4e
Openlllg Wldth(for vadrally-spart9ng muMons)or Opening Height 6or hodm7/au"patning muSons) 9C f
so In 601. 701n BO N 901. 1001. 1201. 140 in 160 in
726"x Reetmgdal TWTd ng. Ractagdar, Teprrdsig. Raemngul0r Topnuarlg. RBomngWtr Tlaplydeng. Racfmgder TtWTdme, ftcf-gder Tmprttivno. RmtanlWv Tmptrdang. Re4legdar TmpMWI;. Radengular Tp1mg, o
1 6"x Luadn9 Luft L-&g Laadn9 L.1v Lmdng Load19 L-Ing L-*g Ladng LOadng Lmdng Lmdrg Ladd; laadn0 Imdng Loafing Lmdg
.265"1uum n .. a a':-. '�' ' �s�- P L & &_ 3• �_ Fc _ 2
Tulbe 8 8 8 19 S R 8 d S d c7 5 8 d� 8 0ait LL
tr S 6g tr 5� € 118 s U
r1N 170.0 620 170.0 435 170.0 704 170.0 678 170.0 889 170.0 508 17.0.0 992 170.0 619 170.0 1116 170A 621 170.0 1240 17.0.0 621 170.0 1489 170.0 621 170.0 1796 170,0 521 161.6 1769 170.0 521 N
481n 170A 708 170.0 624 170,0 650 170.0 UK 170.0 892 1740 630 170.0 1133 170.0 601 17DA 1275 170, 6T7 170,0 1417 170.0 680 151.8 1518 770.0 680 1327 1510 170.0 B80 118,1 15{8 T70D 890 - 0: -4-q
60.eZin 170.0 747 170.0 683 170.0 896 170.0 MI 17RD 1016 17QC 8% 170.0 1105 1740 723 170.0 1346, 170.0 747 167.0 1468 170.0 758 1392 1468 170.0 736 1+03 1468 170.0 758. 104.4 1468 170.0 758 Of
I
W O O r
541. 170.0 797- 170.0 812 170.0 CBS _170.0 691 17MO 1178 170.0 764 170.0 1273 170.0 803 1611 1376 170.0 '837 141LS 1376 170A 055 1223 1770 170.0 881 104.8 1376 170.0 5111 81.7 1376 170.0 851 00 (q
601. 170.0 885 170.0 701 170.0 1063 170.0 797 158.9 1158 170.0 an 139.0 1158 ISTA 830 123,8 1158 158.8 919 1112 1158 150.0 612 92.7 1158 144.8 905 79A 1158 744.8 906 eas 1150 mca 005 - F„ � C13 w
LDILD
631n 170.0 930 170.0 745 180.1 1051 170.0 850 1372 1091 155.9 5% 12MI 1051 142.0 848 105,7 Wei 1323 837 841 1051 125.7 530 80-1 1051 110.5 B22 09.6 1051 119.1 821 60.0 1051 119.1 021 U � EL
$ 661. 167.1 967 170.0 789 139.3 957 151.8 805 119.4 957 134.0 790 104.4 957 121.8 777 920 957 112.0 767 816 957 106.6 759 W.8 957 100.0 750 697 957 08,9 748 522 051 949 74a _ ? z
721n 128.7 'e04 1352 698 107,3 804 1152 684 91,9 8C4 101.3 671 80.4 804 91,4 660 713 604 .84.1 850 64.4 804 78,8- 643 53,8 1W172,,3 a33 4OX ago 68.9 029 40.2 804 69.8 829 46
781. 709.4 712 114.4 810 812 722 872 -618 782 772 852 808 68.4 772 78.7 090 60.8 722 7Q3' 588 64.7 722 05.5 300 45,5 570 39.1 722 56.7 605 342 722 662 584 f J z
5 7a in 1012 886 1X3, 800 04.4 BeS 89.6 388 723 883 lab STi W3 605 70.5 baa 9fi2 865 04,5 660 60.8 aes 60.1 863 422 643 3fi2 883 6fA 637 31.8 685 50.7 9>6 Q +0 r
801. 66.9 618 88.0 457 %.9 018 57.6 449 17.1 515'1 60,1 441 41.2 313 1..7' 431 36.6 $15 10.8 428 39.0 610 97.4 422 27.5 417 23.5 315 30.5 107 10.8 615 29.1 404 Z Z N Q N
Q X Z
BBN 812 453 55A 4% 443 453 47.1 397 348 453 414. 391 33.9 453 35.4 385 302 453 33.0 379 21.1 453 30.4 371 21.8 390 10.4 433 24,3 300 17.0 453 229 3% f-• c0 w100 b 38.1 350 39.0 323 315 358 328 318 272 9.58 18.4 313 23.8 358 232 308 212 368 127 304 19.1 358 20.0 300 iS.9 293 o 74
111 h 75.1 338 AU M
355 306 18.3 338 30.7 301 257 339 241 297 27JI 11B 772 293 183 330 20,9. 289 77.6 338 19.1 154 n X X 4 y y
120 b 27,a 290 20.3 2rA 272 290 73.8 280 794. 210 100 250 1TA 290 152 253 15.4 290 154 14.9 - - - :� U C4 Q �$
1Mh 181 201 10.7 IBB - d.•= Z�0 N
TABLE 8B ANCHOR CAPACITY ADJUSTMENT IF p ..� o4
N
An hcrC4P4V Tebie(lbs) ANCHOR CAP.,n„„,
sutstrale - - 270 a1rcme Q5t car. Hd'w 04U FMed CMU PTWODd udal (DP,�)X( )=ANCHORCAP_ '
&WEIC0 vrsS6xo a16-Bto lfrWe- 010 Sled mzStW euSler MULLIONCA0.„o,,,,", PRODUCT REVISED
Anda i}yeNN./A
o411mcm 114 Ero uttralon 3ma l7mi192:m v4'Eftoutrxm (�7 (c9 (G3I USE THIS FORMULA TO OBTAIN THE'ANCHOR ascomp�1yyiingy with the Florlato
AnchorClip Pa tm6 Ub9em - A9geCOX UIWM Ag1:e6av S- soar Sam asconptode
Edge 17t3ferce Oq2-v4- r 2-112' 3-10 r 2-vz 1• 2.Vd z s•11e• r 0.45• 0.50 :o.31a• CAPACITY REQUIRED'CORRESPONDINGTOAN BuildiBOA-No, 17-0630.01
Emfednad ISWr 19/4' 104-4' r 1-vr 1-114• 1414- 1-v4- 1-114 1414• r 1-m. m4- vnte9 ACTUAL PRESSURE REOUIR=MENT FOR THE
zAnci0n�4.7as0AO.C.7SUldad0r0/5e1C9Pftl• 390ts 450 bs 6903a 164009 270 be 2eD ms 354bs 7401Ds 374 We 664.09 Wtd 341 We t. �� OPENING,WHEN IT IS LOWER THAN THE MUWON Expiration Date 0 512 612 0 21
4.00109®1.15.1.1.O-C/Slanoard oror")Up Qi92F 70098 WA WA WA WA 300 be NM WA N/A WA WA Iffi IDs am Be 1721100 CAPACITY(FROM THE TABLE)OFTHE SELECTED
4AmVdArcron D3'MN.O.C.I Til 215An91eC01a I(FIO 37 780¢e s7o� 136.0 ae 11�b9 wo m5 6mM WA 7solta 7461.09 08700 Ta92 to 66z ms 885169 nal a1 MULLION.IT WILL YIELDAMINIh7UM ANCHOR By
@0.a5•M!R O.C.l U18p,IW9.12aADmLft 47 WA WA WA WA NIA WA NIA WA N/A f0A WA NIA WA 143001 CAPACITY WHICH MAY BE USED TO QUALIFY Mlam Da ro uct Central
7AMtarI Fug(Hg4 195 tm 225 be 44510. 671 ms 135®5 140 We fn0!_j 37DID0 167150 332 Me 473 m0 170 bs 721 m0 280 ms ADDITIONAL ANCHOR OPTIONS FROM THE
2 Nana 01.16.Mr,O.CJ Fu g.6T 240 Ds 2fa to WA f0A WA WA 190109 NIA WA WA WA NIA %1 b5 d42 b9 6E0 0.e ANCHOR CAPACITY TABLE
NOTE:FOR THE OFFSET CLIP,USE.THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD,CUP.
FIGURE I: FIGURE2: TABLE NOTES:
• • • • - 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION '
- ON LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. -
i
`4+11111111(/W
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE % O• �i I
a •..,...9,P
FIGURE 3: - - - 3.188• ��..• 1,10ENSF
- ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE � Q',% •F
'CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS j*;' No.58705
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 285' _ ,�
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND I.
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 4190.WOOD SHALL
FIGURE 4: FIGURE 6: FIGURE 8: BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE
- 6063-TS AND BEA MINIMUM OF.125'THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND %�tSv '•.c...........RIDP ••'X
- 1.25'X 3.188•X.265'MULLION �j s G'0,1'��
-- -- - ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL - 'VF MULLION) Irl//1"11110"* -.
- #10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S,OR 410 S.S. A LYNN MILLER,P.E.
FL P.EX 5870
TABLE 9A R^
Mullion Capacity Tablo IlbaW) 4r
Opening Width(forwrticallysparlft annorm)or opening Height(forhod2ontallyBpowirg Intillona) �A
so hl 601. 70N e01n BON ICON 12D In Aa In 16o j o
1.283325 R4cingdu ThWiOarg. pacllquhr 7FaWTd•o9• ReUrgalI, Tnign . R.dlarpdar ha1N01r10 RCtmgrmr Inpadmu. Reclmpalar TrcpRdmy Roe171vder TrapRnan9. R.4lagdv 4aplitfan9 RaolnOdu TmWTdarp.
X.100 LadOp Cadn9 Lowing Loadn9 L.ndag LaadM C.edn9 l0adN9 Loednp lmCnB Leede,p LOEAnO Loe0lnp Lmdln9 LOadin9 LoadNp Loading Lmd40 �y
Alum.Tubag .jg� _o LLLSSS
Mullion
I I &1111 111 1 111 1 11h11if11111 (D
421. 170.0 620 170.0 436 MA 744 170.0 47B 170.0 880 170,0 506 170.0 092 170,0 518 179 1118 170.0 621 153,3 1118 170.0 521 127,7 We 17D.0 521 109.5 1118 170.0 621 95.0 1116 170.0 521 W _
484 17D9 708 170.0 624 170.0 950 170.0 694 167,8 978 170.0 630 148.7 878 I10e 881 130,4 678 1709 677 117,3 079 170.0 RD 9T,a 979 170.0 060 tl.6 -- 170.0 eeD 738 679 170.0 880 W J W
7 fn
60b25N 170.0 747 17.0 563 170.0 B9B 170.0 831 150.7 827 170.0 691 13t0 977 1885 TOB 117.4 �l 7611 109 105.6 827 155.3 698 97.8 871 166.9 906 73.4 827 160] MS Bag 827 1563 WS
64In I= 707 170.0 812 154.5 869 17.0 691 1325 869 1679 803 115.8 B69 141s BM 109.0 069 134.0 660 827 869 129.6 654 77.3 W9 120.0 062 60.2 869 128.5 852 S79 BBB 125.8 062 (0 Ill O
60N 1432 748 16L8 834 170.4 746 1323 620 1023 146 1179 609 90.6 740 107.8 BB0 79,0 748 101,0 687 719 740 08.0 6W 68.7 7411 p.3 683 612 745. W.3 583 40.8 740 897 667 m w
63In 1231 6T7 MO 578 103.1 877 1139 668 88,4 677 100.4 655 17.3 677 81A 640 BILI 577 86.2 639 81.9 677 51.0 634 31.8 677 71.0 620 N2 BTI 7.7 628 347 677 76.7 520 fJ CD
11A 107.8 11.L 114.1 830 80,7 811 91.6 618 78.9 817 063 500 679 617 76.9 500 59.8 617 716 494 635 a1T 68.7 A68 44.8 617 84A 463 38.4 617 63.7 462 33.6 617 63.7 482 � W
77N 87.9 518 67.1 450 60.1 518 74.2 440. 692 515 862 432 31.B 016 58.8 AM 46.1 518 642 418 41.4 619 SCT 414 34.5 518 45.0 408 291 510 459 4D5 269 616 46.0 403 Z Z Cl) m Ij
? 76N lab 485 73.7 406 68.7 485 626 398 50.8 465 55..9 390 44.1 465 48.4 384 399 466 43.3 378 35.2 463 422 374 20A 465 369 387 26,2 465 38.5 384 220 455 362 383 - w J 0
2 76N 602 441 BaD 367 60.3 441 61.7 378 468 417 6C6 3M 40.0 441 46.4 1'1'0' 23'
45.1 41.8 360 128 441 3d7 338 272 GI 3/.B 348 Zt3 Mt 33.1 945. 20.5. Mi 927 345 J g U Z
GO 61 42.4 332 43.5. 295 76A 392 3Z0 289 30.3 932 323 2B9 26.6 332 289 337 26.1 770 21.2 372 2A.1 2M 17,7 332 71.3 188 t0.x 332 19.6 282 13.3 1'12 TCT 2110 Q Q p0 �� Y
In 35.0 281 35.6 260 20.1 291 30.9 250 25.0 201 234 252 21.8 291 215 281 213 211 171 281 185 241 14.6 291 17.1 236 123 791 166N1081 24.6 230 261 206 tab 230 21.1 206 17.3 230 18.3 201 16.4 230 162 L7 Z111 27.8 210 23.1 187 169 218 19A 197 162 719 169 181 14.1 216 11.9 0.• y N 0 O
120 N 11.0 187 16.2 170 14.0 107 16.7 187 n W M
X `1 �1
rn
a. co
a O yf7nO7
TABLE 96 ANCHOR CAPACITY ADJUSTMENT FORMULA: 5 cl
Z go m
Anchor Capacity Table b3) U '
SL,b.lrela: 278 C-MIA 351 Coe., Nato.MU Filled ChW I pT wood m.w (Dpu)X/NCHOR CAP.,,e,,,a,�oNCHOR CAP.,,® 'n '
5710'Elco 1/4'89EIW SMrFJco 11'r 35
DoSIW 01257ed 01261ed MUWINCAP.,,„,,,.. PRODUCT REVISED
AmnorType: 3ttB•Elco Ullmcon 114•Eka 1Tlbmon K2701bm
o Ulbadon 174"FJeo 1211man
Anchor Clip Patterns Umaoan ABDMlntw uftm n A99reoalcr screw(G5)semi 105) serew(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR ns comphing with the Florida
_ E69e oldronce ON: t• 2-1? t' x•L2• 3.1m- 2-Ur t• 2-10 21 3-118' r 0.46• 0.51 D.9M• CAPACITY REQUIRED'CORRESPONDING TO N Building CGooddo
Earocmaenl M7 15./4• 1-314' 1.314' 1.3147 r 1-174• 1-175.• 1.114' 1.114• 1-174• r tare' 14v wake ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
PAreMrs®4.75'M.trL 0.0.181mdard or O8cel WplFl917 3901be 990115. .450 ba BSOro> 1619115. 2W ma 954 ms 740163 37415E 064Ihe 946 ma 3411bo 4421be 518011. OPENING,WHEN IT IS LOWER THAN THE MUWON Expiration Daf 5/26/2021
4Anelmo Q 1.14 MOt O.G 751-411(0106.1)Clp{Fl0.21 4600,4 Too ba WA WA NIA3M IDE WA WA WA WA WA 682lba 88511. 1120 bs CAPACITY(FROM THE TABLE)OF THE SELECTED3iF.37 TIED 64 7001W -sea bs 186011. 1896 ba SW be WA 7W Ra: 74a Ili swim. lams 6826a same, t120 b. MULLION.R WILL YIELD A MINIMUM ANCHOR By3 Anahore 0 0.54•Wit 0.0,1 U431p,blo.11W AW.tF19.4; NIA WA WA WA WA WA WA WA WA WA WA tUA t7LA Do ba CAPACITY WHICH MAY BE USD TO QUALIFY hl7amf-D Product Contro1 AMWI F-1211)G10.5k 106 ba 185 floe 275 Iba M5 ba BPS ba 14065. 171 ma 3701W iW IbE 9321W 47711 1715. 22115e 7016. ADDITIONAL ANCHOR OPTIONS FROM THE
WA NLA NIA1901e WA WA N/A WA WA 311 ba N21ba 580 be ANCHOR CAPACITY TABLE
FIGURE 1:. FIGURE 2• TABLE NOTES:
- S 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION I I
• • ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS SALLOWABLE. 1111 I I ll1
3 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE ��� ONY•• NNR1/A��i
FIGURE s: - ) 3.260" 3.250'
ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ` ; t,ICENSF''•�(�
BEIUSEDST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ .•�
* No,5B7pb
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND _ �1
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-8U.WOOD SHALL
SE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH N SG OF 0.55.ALUMINUM SHALL BE
FIGURE 4: FIGURE 5: FIGURE 6: 6063-T6 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND O SF
• • .046"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126"THICK AND Ash.ALL .100' .100 ��i ''•�OflIDP-•'•\C� �`
• - AN 8 2 ANCHORS INTO WOOD M,RS INTO METAL SHALL AY BE D AT LEE)T 3 SCREW S OR 41THREADS
A SS BEYOND THE MATERIAL 125'X 325'X.100' - 1.25'X 3.25•X,100' i�s/O�'..Vj�����
FIELD-MULLED ON UNITS FACTORY MULL D UNITS MULLION R
yry A11 111
• A.LYLEI ff i�M1S
FL P.E.#58705
TABLE 1033
Mullion Capatity Tobto(lb./a°)-
OpardngVddth(forVMoo6paparo6ng mdlima)orOOnlnig Weight((orhotizads*SPgan!M rndllons)
•- SOh 60 in 70b so in go In Iasi, 1207, 710 in. 1601,
RerAangWa T11,111n9. Rodargrdm Rap/ManD• RaWengutu TnplTdan9• Rmismulm Tre7drdang. RudarpWur Tmp/Tdung. Rodl.n9uf., Taprrd,n9• _Radangubr, Tropfrdan9• Reotangutwr Tmp/Tro,g. RuabngWar TrapTrlang. L"
1.25 x.624 5 Loading Lwadl°g Laodra Laa41,g - Lauding. L.adirp Load'n9 Lmdna Loa51,g Loading Loading UAN Londne Louding Lording Was L.ad.g Loading sY •
Alum.Tut19 2»Ti .
S •9.. '� a': .$ �.. '� '�.- ,& i^. '� '�.. §. % '§.: •�� �.. .�`. :&... �'- •�;. '§` •3 a '., •; ..
'MuWsn g : a � H g �S Z it g H ; ga . • ��v uo s 1; s 9, 1 l 4- A �� 9� �g �� €� n � InU 2€, d`.1 -Ii.` as Q. a dry f'2 ¢`¢" 2'a 1`� d`Al s C21!6-. d`d a'E d`a` �. k.2 �2 rc Z
42 in 170.0 620 170.0 425 170.0 744 170.0 470 170.0 860 170.0 1 636 170.0 092 170.01 613 170.0 1116 170.0 521 110.0 1240 170.0 621 170.0 1468 170.0 621 170.0 1736 170.0 621 170.0 1983 170.0 521 0 _
J; C0
481, 170.0 709 170.0 521 170.0 850 170.0 SU 110.0 992 170.0 630 170.0 1133 170.0 661 170.0 7276 170.0 677 1703 MR 170.0 680 170.0 1700 170.0 680 169.7 tW9 170. 800 1483 1979 170.0 680 -1 In
50.826 1, 170.0 747 IMA 563 170.0 095' 1703 -631 170.0 1046 170.0 684• 170.0 1195 170.0 723 ,170.D 1315 170.0 747 170.0 1494 17D.0 760 170.0 1793 1700 759 1526 1877 170.0 766 133.6 1877 170.0 756 i=-•
617.,- 170.0 7117 170.0 612 170.0 956 Van 691 170.0 1116 170,0 754 170.0' 1276 170.0 603 1703 1434 170.0 837 170.0 159{ 110.0 056 166A 1760 170.0 861 7316 1766 170.0 081 117.3 1759 170 0 881 O W C.ie im (J) ,
60 in 170.0 806 170.0 701 170.0 1067 170.0 797 170.0 1240 170.0 978 170.0 1417 110.0 044 161.1 1611 170.0 996 USA 1511 170.0 1073 INN 1511 110.0 1063 103.6 1511 170.0 1063 80.6 1511 110.0 IC63 j 7 Ln � w
93 in 170.0 MD 170.0 ids 1700 ilia 170.0 850 170.0 1302 170.0 940 7696 1370 170.0 1015 1792 1370 170.0 1076 125.3 1370 164.0 1032 104.4 1379 165.8 On 69.6 1370 155.3 1070 78.3 1370 155.3 1070 (W7 Z
0 661, IL
170.0 97d 170. 789 170.0 1189 .170.0 903 165.6 1219 170.0 1002 4762 1249 158.6 1913 121.7 1248 147.1 1000 1093 1249 179.0 969 90.9 1248 130.4 978 77. 1216 129.0 976 69.1 1270 129.0 076 Z L m ¢_
c 721, 167.8 -1049 176.0 678 139.9 1049 160.2 832 113.9 1049 1321 US 100.9 1040 119:1 960 932 1049 109,7 848 63.9 1049 102.7 836 69.9- 1043 _94.3 025 69.9 1049 et2 820, 624 •1049 91.1 820 - 4y ra
3 161, 1427 91 149.1 U;, 118,9 941 INA 806 101.9 061 1117 791 89.7 9d1 100.0 777 70.3 941 91.7 768 71.4 431 95.6 761 69.6 911 77.6 744 61.0 811 74.0 737 d/.0 641 703 730- � � ��+ rd �z
-.J91n 172.0 091 137.0 703 110.0 89d 1103 767 93.3 091 102d 753 626 094" 91.9 740' 73.3 004 INA .730 66.0 S91 76.3 721 156.0 8S4 70.7 707 47.1 934 07.0 701 41.3 644 60.1 698 � 33 Q ,a, r .n
111" 85.9 671 65.7 696 71,6 671 74.9 605 61A 671 65.3 1-679 63.7 671 65.2 668 47.7 -671 623 558 43.0 071. 463 651 35,8 671 43.1 539. 30.7 671 39.7 Ai 26.9 671 37.9 626 - i � m
951n 70.6 690 72.0 527 69.0 690 61A -616 603 690 63A 609 44.3 690 47.6-d32-2
30.3 690 '43.0 404 36.1. 690 393 409 29.6 600 34.7 477 253 690 71. -469 22.1 650 29.8 454 F x Z ,
Ise in,
49.7 4, 50.8 429 41A 466 {211 41d ffi3 d88 97.1 406 31.1 3366 329 77.6 466 29.7 396 24.9 460 271 301 20.7 3368, 236- 302 '173 168 717 376 15.6 169 196 370 - 0• .y N .�` O O
1111, 453 441 d6.7 400 367 4d1 39.3 393 32.7 d4f 91.1 3B7 286 441 30.2 7633 {lt 277, 376 229 Id1 24.9- 312 19,1 AM 21.6 363 1633 441. 19.3 -358' 14.3 .d/1 17.8 351 _ -
o M
1201n 363 378 369 344 307- 379 -31.0 339 26.9 736 26.0 334 227 378 23.7 20.1 370 21.3 327 19.1 310 i!3 32 16.1 _378 191 91{' 0 Y_ _ ®,. _X 633 (A
U QO Oin21.0 261 217 242 173- 262 17. 239 16-0 262- 15.3 230 •- - - -
IL Z
TABLE 10B
-- AnchorCope4JtY Table(lbs) - - - _ ANCHOR CAPACITY ADJUSTMENT FORMULA:
sl4talr4fa - 27K Cowrie 316KC000. _ Hollow OAU I Fibs GAU PJWOag MAn roP )x(ANCHOR CAP.,,.,,,,,,)_ANCHOR CAP.-
' 5H6"FJCo va'SSEco 6M6'Beo 114'S9Bco X16SIad a12Sloai #1291ee1 MULLION CAP.,,o,,,,,,,, PRODUCT REVISED.
ArxMw `NIS'Bra LIR-W-- ve ER.UOr4con Y14,BC0 Wrarm v4•,ECOUO2dm
Anthorcup Patteme u6raem A97e090r UWtm A991209M Scmw(G5)6Crdw(a5) 96row IG5) USE THIS FORMULATO OBTAIN THE ANCHOR as Complying with the Florida
- Ed Ost3l" 1• 2-IIT- r 2.112' 3415 r -2-v2 .1° • .2-v2' 2• 3-710 r' " 440` -0.04' 4324' CAPACITY REQUIRED•CORRESPONDING TO AN Building Coda
.F�.DWdnaa 1x14• 1.&I r I-W4• 1-Te r 1-W -1a14• 1-114• 1-11,r -/-114"- 1.714' r3'8' taws'_ YArlee ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
2AncllOn�A76•Mfa O.C.I StaM2ld ar 003e1 Cop(Fla 11 :7479» 990776 4WAn 890 Ms 1644 Ins 21009 2802. 904 ins 7401fe- 374 an 654 an 8456. 8412, 4424 569 gs OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 0/2612021
4 a7xbns®1.15*Min.O,G/3or8$t0(or°Be)Cap(779. 46010, 700Oe WA WA N/A NIA 380 on WA WA IUA WA WA 88213 88926 1120 9a CAPACITY(FROM THE TABLE)OF THE SELECTED
4Nx,0o®3•MOt as/8021,5 CSD./OTa 37 760919 780 m, Sao ms 15M an 189680, fids 09 560916 WA 7601% 780 Os 8801ie 1802m- 6921b, 8950. 1120 on MULL ION.IT WILL YIELD A MINIMUM ANCHOR By
9An:h=@o.SCMit O.C.IU•COp,I10o.tOs'Albm Q1041. NU r0A N1A' WA WA' NIA WA WA WA WA WA .WA - WA WA 060 ms CAPACITY WHICH MAY BE USED TO QUALIFY Mlaml-Da product control
1Arcbar/F42y(R9. laoaiss% ;lasin 2251b3 446ID, 822 as 199 ma 740 em .177809 6701bs 1871b9 332180 47326 17010! 221 an 250 US ADDITIONAL ANCHOR OPTIONS FROM THE
2AnLMn®1.16'MIn O.C7F 8.61 2400, 350 ms WA WA NIA NIA 7901,, H'A WA- -WA - WA'- WA 911 ms 442771 660106 ANCHORCAPAC(TYTABLE,
FIGURE I: FIGURE 2:. ,TABLE NOTES: _ - ,, _ - _ - _ -
1250° - 1.250'
L
o • •1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION - 1
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1t1111I177///
i
FIGURE 3: '3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3260' 3.250• �`1,��L�,�IGENSF ��!
,SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS YL�
-OLIP MUST.•SHOWN ON SHEETS 21GLE
-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
• 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 490.WOOD SHALL -'fl
B£PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 624° 4• K �-.�
FIGURE 4: FIGURES: _ FIG_URE 6: %O STq 0 -
6063-TS AND BE A MINIMUM OF.100"THICK,STEEL STUDS.TO BEA MINIMUM GRADE 33 AND ---L
•
.045-THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126°THICK AND A36.ALL �i���'••F�OR(DP,.•''��-`��
• - - - -
#10 C&ORS912 INTO METAL SHALL INTO WOODMAN BE STEEL 18.8 SEND AT LEAST 3 W THREADS BEYOND THE MATERIAL 1aMULUON FOR 1.2MULUON FOR 4°
. - - FIELD-MULLEDLMITS FACTORY-MULLEDUNITS
- A.LYNN MILLER,P.E.
FL P,E.#58705
TABLE 11A R
MWllon Cspaelty Table(Ihsirtl) ® 3 #
Opening Width(4crvadicatysparringmta=3 oropaning Height(arhar¢onta*SparWng Indoors) �p 1
50m ell in 70h 80 in I 90h 100h 120 in 140 in 1602 3y LLO
126 X39L '� TrnpRrfxrp. Rectangular Trepflihn9. Rsavagular Trap?ds.g, R.4ungulm' TapTdang. Raaangdsr Taplfrh.g. Reaalrgula TnpRri+np. ReaenOuta Tnplyd4ng[134..
mp4ar Tt;NTd4ng- RxWgWm Tnplfrtan9.
_ L...lsg L.adln9 Landing Loading Ln ftil Laedh9 Lnadtng Loafing Lwdup LOsd.g Laadhg Laing LO.dm9 L..dIn9d'mg Laedln8 Leading LerdIT
Alum.Tuba 6' £ ,b• & & e S ramnoa r € � yam ' 3•g : e•a a Eta : F � �•� a "s2. � • a • • gN� r� g SN3zsz8 8E �@ & Ca i8. -ka � dze �@ {`aA S'sg d`a"r �6 <`� €2 ¢ �® dra erg d`ac` � d`rz �8 2`2 dz � �a9 i� d8 �i� d`8 ; 10 °j-�10
421. 170.0 UO INS 435 Iro.O 744 1708 4TH 170.0 868 770.0 506 170.0 592 170.0 519 1761 1116 170.0 521 170.0 1240 170. 35 170.0 �40 In 170.0 TCB 170.0 624 1740 050 170.0 514 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 077 170.0 1417 iT0.0 680 17MO 1700 170.0 ON 1983 170.0 680 170.0 2257 170.0 ON 0: �50575 In 170.0 Td7 170.9 683 1710 896 170A 631 1TOA 1046 170.0 604 1700 1195 170.0 723 170.0 1315 170.0 T4T 170.0 1696 170.0 751 170,0 7797 170.0 766 2092 170.0 Tb6 170.0 2�1 770.0 756 - I- �54 in 170.0 707 170.0 012 110.0 950 170.0 691 170.0 1116 170.0 764 110.0 1276 170.0 003 170.0 1834 17,90 837 170,0 7694 170.0 856 170.0 1913 170.0 881 2231 170,0 861 160.2 240J 170.0 661 aLUGWin 170.0 689 1708 rot 1708 1063 170.0 791 170.0 1240 t7C.0 878 170.0 1117 170.0 964 170.0 1596 110.0 598 171.0 1771 110.0 1833 170.0 2125 170.0 1063 2167 170.0 1067 t�B 2100 770.0 1083 U � UJ63;17 170,0 930 170.0 765 170.0 1116 1700 060' 170.0 1002 170.0 gob 170.0 1489 170.0 1015 170-0 1673 1790 1078 170.0 1859 170.0 1122 168.8 2060 110.0 1169 2000 170.0 1171 117.7 2060 iro,0 1171 (3/ LC65in 178.0 ON 170.0 709 170.0 IUD 17D.0 9D3 17D.0 1381 170.0 1002 170.0 1550 iTO.O 1086 170.0 1753 I10.0 1166 170.0 1348 170.0 1210 143.0 1366 170.0 1275 1966 170.0 1285 1072 1966 170.0 1266 z Z LL� m Z
m 721. 170.0 IOW 170-6 on 170.0 1275 170.0 1009 170.0 1400 170.0 1126. 170.0 1700 170.0 1223 +60.1 1734 170.0 1315 138.7 1731 1698 1396 115-6 1734 195.9 1364 99.1 7794 IWA 1352 86.7 1734 1601 1362 - W � U
5 761. 1ro.0 1122 170.0 YET 170.0 1346 170.0 1060 1683 1556 770.0 1209 147.0 1656 1652 1255 13L1 1556 1615 7266 1179 1656 141.3 1251 89.3 1556 12x9 1229 611 1556 1223 1219 737 1656 1211 1211 z
761n 170.0 1151 170.0 967 iTOX 1J21 170.0 1116 155.9 1477 168.9 1245 136A 1677 152.0 7724 1212 1477 139.1 1206 109.1 14TT 1296 1191 915 1477 116.9 1169 779 1477 110.8 1168 602 14Tr 100.3 1164 r r.-
90117 1820 1119 1463 086 118.4 1110 123.3 968 101.6 1110 1079 951 809 1110 963 936 T89 1110 27.5 922 ?to 1110 80.7 910 001 1110 71.3 651 00.7 1110 668. e78 44.4 1119 627 870 ,
3 Z (ND Q N
Be in 117.0 976 120.3 871 979 976 1015 856 83.9 976 883 642 732 *22A
16.0 975 711 617 685 976 GSA H07 48.0 975 87A 789 41.8 575 623 77fi 36.6 976 49.3 767 - F¢-• X Z
1D3In ,� 771 84.0 696 60.5 T71 717 695 68.7 771 61.3 674 "1 45.7 777 690 655 41.1 R1 US 647 31.3 771 76.9 632 29.4 771 35.0 .1 7S7 771 32.4 812 a• fA �� o�SO
111117 76.7 730 773 661 611 730 64'0 650 61.1 730 66.3 610 A.3 421 730 15.0 672 37.0 730 41.1 614 315 730 15b 6C0 77,0 730 319 629 Z17 ]30 10.6 687 -o W pj F�
_T2_01 n 599 62! 61.0 669 19.9 626 512 560 12.8 626 M.7 652 97.5 933 fi24 353 537 30.0 82A 321 631 210 624 27.7 519 21A 624 24.5 509 19T 526 225 501 }( `L Y
1441. 317 473 35.1 CCO 28.9 433 29.6 395 218 433 25A 390 21.7 193 43] 20.0 381 17.3 433 182 376 - - - - - O U C4 Q O O
_ r Z
D e gp
TABLE 11 AnchorCapeeity Table(lbs) _ ANCHOR CAPACITY ADJUSTMENT FORMULA: g�7 ,_�
suts2 2.7k Concrete 95kCMr. HwmcmU - Fole4CMU PT\Ymd meta ANCHOR CAP.,,,,,•,., K $���
(DP,,,)X( )=ANCHOR CAP.-
arcrror7YP8 3ri6•Bc0 Wram v4'Eko UntBcm snC BOn &76'Elco Ulrsrn va•F1c0 U1rcan v4'ss B:0 U16'Ex. v4•ss Lac. it0 Stetl x12SIW 412 Steel MULLION CAP.„,,,,, PRODUCT REVISED
Anchor COP Pattema UMson ApgeGaor U1W0n A®rtoarr sc"(05)Sew(w0 SCMP* USE T)IIS FORMULA TO OBTAIN THE'ANCHOR as complyyingg with the Florido
Edge M=e n 1• 2-172• 1•' 2-ITr 3-178' 1• 2-vr 1• 2.17r 2. MT r 0.45• 0.64• 0.324' CAPACITY REQUIRED•CORRESPONDING TO AN Building Co=o
Emtieanenl0n +ala• 7,9'4' 13r4• 1.34• . r 1-v4• 1-v 1414• 1.14' 1-1/4• 141r r 1.318• +are' vales ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
2AM=@4.7 6,9110)✓.I SterEBa OTOMet Coo 0.19.U 30025 300 In 450 m9 C90 IM 1644 ars 270 its 250 Its 554W •7401m 742s 64'4 Cs WSit4 34125 n121W Sha 94' OPENING,WHEN R IS LOWERTHAN THEMULUON Expiration Date 05/2612021
d Arcus®1.15'MOL O.C./9faM3N(e OFbet CII (F1 ZX 400 ft700104' WA WA NIA NTA 360 M NTA WA NIA WA WA 68225 BW It. 11201s CAPACITY(FROM THE TABLE)OF THE SELECTED
4Mston®71,1In.O.C.1(2)216A11016 Cres I(19. 780 IM ?B0 Ile 660 its 7500 Its 1096 Its 540113s 5W 28 INA TEO Its 7480. 660 Its I le Its 68225 805 Me 1170 we MULLION.IT WILL YIELD A MINIMUM ANCHOR 8y
4 Arcno.@ 04'4'Mkc O.C.1 U-CUP,560.10,9 A tLt1 ft.4) WA WA WA WA NIA WA 7gA WA WA NIA WA I WA- WA WA 1267 to CAPACITY WHICH MAY BE USED TO QUALIFY h91am-D Pro uet ontro
1 ArerWIraP(Rg.M 195 its 10524 225 i.4' 465Im A 1 1352 WM5 mitis 37000 18724 332 ms 1 47380 1 170 G5 22125 28024' ADDITIONAL ANCHOR OPTIONS FROM THE
2Amrm Og l•Ifr NA G,CJ FCIP 240 g. 3m 2a NIA WA NIA NIA 1001135" NM WA N!A WA 'WA 34124' 44224' 1nits ANCHOR CAPACITY-TABLE. -
t2W
FIGURE 1: FIGURE2 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 3: `� aQNY LYNN�r/�r/
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3, ` '�`,=L10ENgF'•
CUP MUST SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS •'
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No,58705
~*:
IN PAIRS' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND *-
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL
FIGURE 4: FIGURE 5: FIGURE 5: ' BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE �
• 6063-TSANDBEAMINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND4' ��T ATE - ��
• - .045•THICK(18 GAUGE.STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ��31•'•/.�OR10P.••'G\�`�
ANCHORS INTO MAL .....
• L
AL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL r//rS'/O •• e
• #10 8#12 ANCHORS INTO WOOD MAYBE STEEL.18-8 S.S.OR410 S.S. 1.25'X 3.04'X.624• A.tWN Mht>t k P.E.
•
rnui.uoN FL P.E.#58705
TABLE 120 e1 $
Mullion Capacity Tablo
Opening Width(/orleftloa[III-l;panNrg mdliona)or Opening Height(for har12oMa9yspannirg mtSiols)
Win 60 In TO fn BON Golf, 1110N 120 In 1401 _. 16ofn -
O
Rectan9olar Unifniag. reNaa9dm T7aNT�+G• Rectangular TrW7mmg. Recraroder Taprf11a1p. Reclan9a. TIWTaoro. Reclaf,9m.r tr pml+e6. R[eeefp6a Ttopi0olg 1 TnpMWO Rctenguler nsprin g. E.
2%4x.25 Leadag 1>�9 Lm6ng � Leading Leading leading leading t-ft Loading Loading Loafing Leamlg. Loading Loading LoWn9 Loft Loafing
Alum.Tube ,a g_ �• @ r z7' x g g _ •_ a _ r r_ 11.
Mutton 4'9s LITOo 520 170.0 436 1700 '744 1700 4TB 170.0 867 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 1700 621 1488 170.0 721 170.0 1738 170.0 521' 170.0 1963 170.0 521 w O _
48 In 170.0 708 170.0 624 170,0 850 170.0 664 170,0 962 17110 WO 17MO 1133 170.0 661 170.0 1275 170.0 877 170.0 1417 170.0 6B0 170.0 1710 1700 6710 170.0 1983 170.0 660 170.0 2257 17D.0 680 w J (1)
50=51n 170.0 747 170.0 563 170,0 896 1700 631 170.0 1048 1700 654 170.0 1105 170.0 773 1700 1346 170.0 747 170.0 1494 7700 756 170.0 1793 1704 768 170.0 2072 17D.0 759 170.0 2391 170.0 IN dig -� a, F-
W N 1700 797 170.0 612 IT0,0 055 170.0 e9i 170.0 1116 170.0 764 170.0 1276 170.0 903 170.0 1434 170.0 537 170.0 1594 170.0 Ow 170,0 1913 170.0 881 170.0 2231 176.0 861 170.0 2550 170.0 •861 w O
60 in 170.0 US 170.0 ,701 170.0 1063 170.0 797 170.0 1240 170.0 are 1700 1417 170.0 9µ 17110 15x4 170.0 996 170.0 1771 170.0 1031 1700.2125 170.0 1063 170.0 2479 170.0 1053 160.8 2880 1700 1063 [O+3 W
6329 170.0 930 170.0 745 .170.0 1110 170.0 650 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 17110 2231 1700 1169 108.7 2543 170,0 1171 144.9 250 1700 1171 F•"
,TGy 8629 170.0 '074 170.0 780 170.0 INS 170.0 803 170.0•1364 170.0 1002 170.0 1656 170.0 I' 170.0 1763 170.0 1165 170.0 1908 170.0 1210 170.0 23M 170.0 1275 INA 2437 170.0 1756 1329 2437 170.0 12M Z �
C 72 In 170.0 1067 170.0 eTa 170.0 1275 170.0 3009 170.0 1188 174.0 11� 170.0 1700 1700 1228 170.0 7913 170.0 3115 170.0 2124 170,0 7387 145.8 2104 170.0 1488 124.6 2184 1700 1629 109.2 2186 1700 1530 0.J Z CU.O z U
3 10
76 In 170.0 172 170.0 937 170.0 1346 170.0 1080 170.0 1570 170.0 1200 170.0 1794 170.0 132 t8111 1960 1704 1421 148,6 1960 170.0 1506 123.8 1960 161.6 1548 108.1 1880 154,0 1535 929 19W 1627 ,1531 W 111 z
78 b, 170.0 1161 170.0 B61 170.0 1387 1700 1118 170.0 1811 170.0 1250 170.0 1642 170.0 1369 1527 1681 170.0 1474 117.4 1861 163,1 7700 114.5 feet 147.1 1473 802 1867 119.0 1459 85.9 1887 137.6 7451 , •..) 88 0� r
9029 170.0 1326 170.0 1144 149.1 1398 150.0 1210 127.5 1396 136.0 11g6 111,8 1330 121.3 1179 99A 1396 1102 1162 119.5 1398 101.6 1147 740 1398 89,6 112 W.9 1390 SW 1105 65.9 1398 780 1098 Z )zQz J Q p7 Oj
0629 147.4 1729 151.5 1098 1729 129 117.8 1079 1053 1219 1112 10111 92. 1279 98.9 1014 81.9 1229 89.6 1029 73.7 129 02A 1016 61A 122 72.2 993 82.7 129 659 871 48.1 1229 62.1 947 6 F �bZ
10829 1035 971 1056 877 �.3 871 69.0 882 74.0 971 771 849 81.7 071 68,4 B37 67.5 971 61.0 825 61.6 877 580 Bili 43,1 971 490 796 374 971 4L0 782 324 971 40.8 777 a (� if)
fl �30
111 N 954 819 97.3 832 79.5 919 610 619 INIA 919 70.9 800 59. 918 828 794 510 919 $5.7 784 47.7 919 51,6 774 39,7 019 µ.8 758 34.1 919 40,2' 742 29.8 919 37.1 732 '
12029 LU X
765 786 -78.8 718 820 788 64.5 705. 53.9 788 SSB B99 473 766 49.4 6B8 -41.8 789 µr4 677 37.7 7E6 µS BaB 315 7I6 349 653 270 788 11.0 647 23.8 788 2110 631 _ 0 F V (n N
1µN 43.7 648 442 604 35.4 598 37.0 488 312 618 31.9 491 27.3 SIB 262 486 1Lb B48 25.3 479 21.8 640 2A 474 762 SIB 765 464 158 616 172 465 13.7 646 IU 44a � U C4 _Q Q �
TABLE12B ANCHOR CAPACITYADJUSTMENTFORMULA: Q zv
AnOhorCepacity Table Obs) - - a a �Q
NCHOR CAP.
Salem 275 Q7nticte 314 car. NaOov eau raaDcmu PTwom Meta (OP,o)X AOMULLIONANCHOR CAP.••, 0
7116•F7c0 ` IM'SS EIco 614 E3ce 114'SSE c0 41051ed •12Stem 6212 steel
M[Imr Type 9nC EI[a Unfocm 14'EIcOUFtacOn YfE EICOUIIrsm 1r Bc0UKra.00
AncharC6p pettems - unacon Agge00or uBnxon Agle6aa Scn:1e(GS)Screw LG5) Sew(G5) USE THIS FORMULA TO OBTAIN THE-ANCHOR PRODUCT REVISED
Edge mance 629 -i•. 2-112 1' I 2-12 3-178• r 2-112 in 2-17 2 3-178' 21 0.48• 1 "r 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN as compId
lyingg with the Florida
Fmbeanmt n 1314' 1.1'4' two• 13.4' 2• t-v'r 1-v4' 1.114• 1.941 1-714• 1414' 7 1-3W 'twe' rotes. ACTUAL PRESSURE REQUIREMENT FOR- Bo A-N.CoslO
zancfo5®a7s fudn o.c.I6latlaa oroOfetCMp Olg l 4 390 b1 390Z3- 45004 89D05 !64114 270 b4 st4n5 Loa 701m 37d b3- 6N5. 94645 autos 44201 580bs OPENING,WHEN ITIS LOWERTHAN THE MULLION NOA�Io." 17.0630.01
4Archoa02.6w MN O.Q/Sts&fa(er0fbegtxp09g 37 T40 b1 74D to 830 b5 1465 Ile 1424 ba NA smto, NIA 695 He NIA 850 ms N/A 632W awite 1120104 CAPACITY(FROM THETABLE)OF THE SELECTED Expiration Date OS/26/2021
SArcna Q 1.71 Min QQ l starmn(or oraaOcrp STg 4k ea4 nx 0.M 760 b4 laesnx. •NA .WA los to WA 76915 NA _ WA - WA 1=led 13279x. ..1663114 MULUON.RWILL YIELDAMWIMUM ANCHOR
4ArcK15®8'MIn,o.c.1(n 215 Arg1etxg11f105k Teo ft 6m its IBM 1696 DS jpw Me WA 7601M 721805 Bw It. 1912ms 682bs am" 1twlos CAPAOIT/WHICH'MAY BE USED TO QUALIFY By �d
SAMhOfS 63'MN.O.C.Ip)2.6AoStaCIjp3/(fig.67 11702. 117098 16201es •2340121 264®3- 815bS 84035 -WA 114D MS 7=11's I=Ita9 2895 as .114205 132765 168085 -ITIONALANCHOR OPTIONS FROM THE Miam T pfotlYet COntrO
SArcMm®1.34•Min.O.C./U-ap,Nto.12B At-ft Tk WA WA NIA WA WA NIA WA WA WA NIA WA" WA N/A WA 7070 ANCHOR CAPACITY TABLE.
GArcrm®0.64•MN.O.C.1 U4;1m.Nlo.l2S Alum Flg a NN WAWA WA NIA NIA WA WA WA NA WA NA N1A WA 21 O1s .
2 MM7o15®268'Mn 0.Q1 F-W(Fig.D): Mw 370 rtx 915 Ox- 7431171 712123- NIA 2001W WA 3481M NA 411)los WA 371®5 442 ba 620 9x
3AMrof5',g1.71•M11LO.w FaIp0%.104 46105 525 b3- 37903- 9731x. WA NA 953 b3- WA WDlos NIA WA NA 611®3- 66600 S40We
NOTI;FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP.
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: '
• •. • • • • • TABLE NOTES: 2000'
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR
• • • • • GENERAL NMETHODS.MHODS. \���aQ�Y LYN-N*,4��i��
FIGURE 6: FIGURE 6:
2).WNEAR INTERPOLATION BETWEEN MIJU.LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE Q�' LLCENSP ••:tn�%
• • • • - 4.040°
• • • • 3)MUWON AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES"f0 BE DRILLED W .25W NO.58705-
THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SFW SUGGESTED,APPROXIMATE HOLE
LOCATIONS. 1 "O - Q:
'FIGURES. FIGURE 1 P
FIGURE7: FIGUREB: 0: ST
ANGLE CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT47LLED CONCRETE BLOCK UNIT T-•.
'a • -• (FIGURES 580) (CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. �i�C�59•'•F�ORIt)P••'G\=�
MUST
PAIRS ED ALUMINUM GAUGE).STRUCTURAL STEEL.TO BE ATMINIMUM
LEAS7 26'THICK ANMD AS6.ALL STEEL
ANCHOR3 INTO METAL SHALL D(TEND AT�LEAST 51 qt(18
1CREW TX a•X 25•MULLION �LL�,
• I.J.- Uj. • THREADS BEYOND THE MATERIAL,910 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.L11rJfJ M01211k ,P.E. .
PZ P.E.#58705
TABLE-13A
Numon Capacity Tab[*(bitifel
OponIng Width(for varfcaI MLflons)or Oponing Holglit(for hmizor1aksp2tiringindliorm)
So In 60 in 701n 80 IA 001n 100 in 17.D In 140 In log In
Tmprrft-g- Rutimngt T.Wpnns R.bpft TMelft-vo, RealmiE.iar yv�ftv-- p= lb-grom. RKUMOV 7uw7nv- RKWOW Treprolmni; PzdwWa TmOTbAII. -Acd*-v-4. -iTOT.-j-
2xSx.25 Loaft L..dm baftv Loafing La*ft LOAN Lcuft Lwdng LO Ding Ldng Looft 1.,bv L-dftg Wang E.Anbg L-&Iv Loan
Alm Tube
Mullen 41 PIE Z a
zl
Is
w 241 12 1 1 11 1
a 1 03
42 in 170.0 SM 17110 435 170.0 744 170.0 4111 iTU 665 170.0 606 170.0 W 170.0 pie 170.0z Lu
1116 170-0 521 170.0 1240 170.0 521 170.0 1488 170.01 $21 1170.0 1735 170.0 521 170.0 1033 1711.0 S21 0
48 In 170.0 M170.08 170.0 $24 i .0 W 170.0 584 170,0 M 170.0 930 170.0 lim t700 881 170.01 1275 170.0 677 170.0 1447 776.01 680 170.0 1700 170.01 W IMO 103 170.0 1110 170.0 2257 170.0 Wm O _j ED
50.82561 170.0 747 17MO M t70.0 M IMO 631 1 ir"1 IUS I ima nit; imil iiiis 170.e ra 170,0 ius 117&0 747 170.0 1401 170,11 756 I'MO 1 1210 170.0 Ng mo 2092,170.01 753 1170.0 1 MSi 170.0 73MMO N.
541n 1713.0 W 170.0 612 17D.0 M 170.0 691 170,01 1116 1170.0 7S4 170.1) 1275 1170.0 = 17CIA 1434 1 170.0 037 170.0 1&% 170.0 856 170.0
1913 170,11 601 170.0 2231 1170.01 861 1170.0 1 25W 17(KC 881 W
80 In J711.0 M In.0 701 170.0 10M 170.0 M 17041 12401170.0 'M 170.0 1417 170.0 W 170.0 1504 1170.0 ON 170,0 1771 1MO 1033 1710 2125 170,0 1003 170.0 2478 11M.0 1 1063 1 t70.01 2W 170.0 10$3 LU
63 In 170.0 930 1711.0 745 170A 1116 IMO 1150 170.01 I=I t70.0 '840 170.0 1408 IMO 1015 ITILD 16731170-0 1078 170.0 1559 170.0 1122 170.0 2231 170�0 1169 IM0 2603 770.0 1 11711170.01 2975 170.0 1171 (0 0
5 as In 1... 03 170.01 trA 1170,0 l".0 iM 170.0 IOW 170.0 053 170.0 1155 170.0 Is" 170.0 1210 17all
Ip.0 97.4 1".0 759 110.0 1169 170.0 I= -:F0-0 Im Im 2727 170.01 12M 1 170.0 1 3117 170-0 1295 K
a I - z z
72 In 170.0 l0q 170.0 M.In-C.1275.170.0 10WO9 17U I'14SUS I 17ILD 112S 170,0 170D 1MO 12211 170.0 till 170.0 CSIS 170.0 2125 17D.0 1387 T7-A0 25W 170.0 1403 170.0 22-75 17%0 Isn lmo um 170.0,im Iy to U
'r, - -- Lu 0
in .170.0.1122.Vat) W 170.0 IMS 170.0 1 OMW 170.01 15V70 1170.0 1200 170.0,17W 17110 J= 110.0 2019 170.01 1421 170.0.2243 170.0,IWS 170,0 1 26112 170.0,I= 17MA 3140 1113.0 1634 170.0 3W 179.01 1705I 10L
7610 Mil 151 110.0 967 170.0 1381 170.0 1110 170.0 1611 170,0 1250 170.0 1 1842 17M0 1369 170.0 2072 170.0 1474 170.0 2362 1710 1564.170,0 2783
170,0 1700 170.0 3223 170.0 1777 170.0 3689 1710 1716 j < U)
so In 17CLO 1320 170.0 1144 179.0 4594 17&0 1323 170.0 1359 170,0 1403 17U 2125117201 f= 170.0 2381 170.0 1793 170.0 2660 17AD 1218 1700 3168 170;0 2125 758.0 340 170.0 2273 136.5 3413 170.0 2301 z
0
90 In 170.0 107 170.0 1232 17D.0 1700 170.0 1434 VAO 1983 170.0 1622 170 17&0 1794 J70,0 2550 170.0 1952 170.0 2533 1700 2095 III&C 3109 170.0 23M 137.11 3199 160.0 24TO 120.0 3100 158.1 2423'
Q
108 in 170.0 1004 170.0 1409 170.0 1913 170.0 1647 170,0 2231 170.0 la" 170,0 2VA I iii),O 1-2076 164.6 2761 '170 IL to In
170�0-
lit 1. 70.0 law IMO 1454 1711A IM 170.0 1I00 170.0 = 1704 I= 2M 170.0 2744 151.8 2332 1823 2245 130.6 2832 5444 2278 ft3.d 2832 72a.4 2188 97.E 2632 115.1 2724 85.4 20.32 108.3
2 52
1 - d2.
120 to 170.0 1771 1111 1511 2211 1140 IAN v- (0 W
41, 1.- '4 x z 0
51! <
1L
0 "'1121L -Z ZZ
144 in 125.1 lW4 12511 IZ. Z 01
R
TABLE13B pp
ANCHOR CAPACITY ADJUSTMENT FORMULA.- A0
Anchor Ca 9i Tap lo fibs) I Im
uWtAnc 2.7t 3.5k C-I Hwwcmu Fmnd cmu PTVMd Mew (DP_)X(_ANCHC1R0AP.:. =ANCHORCAP,_
A.hwTYK &W Ma Lnt.,m tf4*E'W UNW. "I",D' YITEIO.Ullm�n 114Elw 1141 GS Eloo 511(m.- ET-- 4106 1 9t2st"I XV SIn4 "LL"'ICAP. :)
Anchol-CUp Paftm Lift.. AgV�Gex Ulm. 1AWgg8fe8Gtr S--(G5)jSA-(G5) Sw"(GS) PRODUCT REVISED
USE THIS FORMULA TO OBTAIN THE"ANCHOR as comp)IF
Fop Rataeo My I* Z-ttr I- I 2-1re 3milr 1. 24,7 i'. 2-Irr T 3wr r I with the Florida
0.48'- 1 D.W D.rlr CAPACITY REQUIRED'CORRESPONDING TO AN Building 1 0
Emhemumt 0.r. I-aw ,1,V4- 1-24* I I'vv r 1-1/4' 1-1/4" I-IW 1-1/4' -1--114- I-W v I-Ts. ma. 4onoa ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
-T 14 r. 4564 WS Mt. 341 ft 442 ft OPENING,WHEN IT IS LOWER THAN THE MULLION
450 ba SW r- 84-4-U 2M AN 28D ft 361los 140 ft 3
4 Armon0 4.W MIA 0.0.1 SIMON(a ON92) (IFI).3): 780 ft Tac lbs WO RM 1780108 3232 ft 640 Mg 590lbs 708 fts UM Qz 748 Ibs 1272 M 78
- 92-"A Se2 its WS Tb. 112016. CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05/26/2021
11801b. 1400 1b. 1010 ria 2595@5 WAWA MIN, WA 'low r. NIA WA WA 1363 0.,5 177016.177016. 22400- MULLION.IT WILL YIELD A MINIMUM ANCHOR By
4 AWYff4 0 X WIm O.a 1(2)b5 Angto CIO I ft 3j 7806. 780 U. 680 IN 1560lbs 1596I00. 510108 WI-ba -WA 760 om 7481W M Ib. 18921W 6a2 bS W ths 1120 1W CAPACITY WHICH MAY-BE USED TO QUALIFY MIamF ade duet Contra
SA00- C. 420AFeloCip.10:1XII): 15001
f b. 1560 U t360 ft 3120 M. 3792 U IMU 112D M. WA 15M ild 14ge P. Ile0l. --:F84-1b. fMft
-�C2zw th I ADDITIONAL ANCHOR OPTIONS FROM THE
12 Anchor 0 W W.0.(j,(2)2u5 AMU CIPS I ft zy 7800Iba 2100108 WO ft 3780168 WA WA imu os NA 1500 Ila NIA NIA WA 2045 Ins M IW 3360 14-I ANCHOR CAPACITY TABLE
4 Anchm a 1,34'M WA NIA WA I WA -RIA VA N/A WA WA NIA MIA 1430 ft I
8 Anchom(M 0.64-Min. WA WA WA WA WA WA WA WA WA WA I WA I MIE111F
1 F-Z000 I
2 Anch W-m 1618010.! 270O:a I Mft 354 1 W. .11940 is '941 III 4421fm
4 Aloha.IM 1.71-A06.G.Cd FZ11P(1`19,11)4 590(1. 1 700a 5051.8 F200 1 Nibs MIA . 1 47010¢ I WA 1 533 IN L_ WA, I _NA NU 5822. 563160. 1120 o9
*
NOTE--FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. .250
TABLE NOTES:
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIGURE 11: 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON
F-T-1 LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS,
• ,p 1 -1 1 �'\\N" L
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABI.E.
y\1
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS
21-23.,HOLES TO HE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON No,687175
FlGtJRE 5: FIGURE 6: FIGURE 7. 04EM 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE
CUP 4)SUBSTRATES*CONCRETE SHALL CONFORM TO AC1 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
(FIGURES
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM r,90.WOOD SHALL BE PRESSURE-TREATED
7) S
MUST 6E YELLOWSOUTHERN PINEWITHAN SGOF0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF,1251
USED IN THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND,045'THICK(18 GAUGE).STRUCTURAL STEEL TO
PAIRS, BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW Z'XS'X.25' N LE
THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,1M MULLION S.S.OR 410 B.S. 'P.E.
FL P.E.#5.8705
TABLE 14A -
_ MuBton Capacity Table !M1l 6
Opening Width(firver(Icaty-spamtm mtgicn f)or Opening Height(forhodmrda*AperiH g MLUore) C
Sa In W In 701n - 601n 80 91 100In 1201n 1401n 150 In
RecWpuau Trepl7Naq. RWalgft 'Raprrrlam R44tmvlr] Tm;dTd.p, A tmnaula 'rnp)nWo ,RatMVW TrsTJT44rp. R=targutar Tmp'r11e1g. Rcchryl/ar TrapRrtag R4Ciar0laat TrapreanB Regatgular TraplMsnO.
1.26"z2.11°. w L.36V Lw&Q L_,LV WfM Laz79p Leadr4l k wkv- �6R 1.6-ft Lmm09 L.Z .'L447trg L2ndm L4a46p Laserl9 I.oaC7re L04av 6Y v
x.126•Alum
Two Mug a s �. �. � $ s N
12 U1
421n 1442 M 187.0 426 120.21,5W 14&9 418 1010 526 13&9 414 Mi. 528 134.6 411 eat 06 1341 411 721 628 1341 411 60.1 575 134.1 411 51.9 528 134.7 H1 4S1 528 134.1 411 w920 =
4861 90. 33
8' 403 10&0 3 M5403 94.7 329 60.0 403 x0.4 6114 403 81.4 317 637 403 78.1 315 483 403 '76 0.3 8 314 4 403 76.6 314 31.5 403 7&6 314 30.2 403 7& j
6 314 ;- '
. U)
60.875In 82.3 382 21.0 301 me 302 79.3 291 5&B 382 719 289 61.6 362, 67.2 W21142 80.8 254 4t.2 362 018 283- 343 303 636 283 234 362 63.5 269 257 362 815 28J = I
6i In ITS 318 74.1 267 5&6 316 842 251 4&5 318 67.7 258 424 -318 636 6 W.6 2`A 310 318 4&6 249 7H3 318 49.1 248 242 318 4&1 248 21.2 ;318 49,1 248 a m 0 � I
60N 4&5 "a 63.1 216 41.2 256 4&7 214 353 258 -40.7 210 30.8 25B 37.2 8 34.0 204 247 268 33A 203 .20.8 258 .=2 701 17.7 258 322 201 16.6 269 .'22 201
10
83L1 427 '234 -46.6 200 35.6 234 39.1 195 30.5 234 -34.7 192 267 234 31.6 4 29.4 185 21.4 234 2&0 194 17.8 234 288 183 16.3 234 285 183 13A 234 265 183 3 2 W Z I
1$N $72 213 39.4 183 31.0 213 33.T 178 265 213 29.9 178 23.2 213 27.0 3 251 170 168 213 237 169 15fi 213 22.2 167 113 213 220 156 11.5 213 220 180 Z z (0 m j 'I
z J� U
72M 2&B 179 30.1 165 239 178 25.8 162 20.4 178 225 149 17.8 179 2(L3 B 18.7 445
76 In 243 t81 254 140. 20.3. 161 21.6 137 17.4 161 190 135. .15.2 161 17.0 J Z
78x1 22e 162 235 133 Ilia 152 199 131 f 10.11 102 1 17.5 12B _ ¢ u�j Z
TABLE 148 ANCHOR CAPACITY ADJUSTMENT FORMULA: z < Z
AnchorCapnehy Tahb.be) ANCHOR CAP..„,,.,°, S >- 'XJ1 so p 1
9(E91ra1C 279 CmcRte 3.5k ras. HOlbn'CNU F2k0 CMU PTww Meta (DP_ )aANCHDR CAP..,, V) �R
5116•Eko Im S9 Ek0 5116•FIC0 274•SS Ek O N10Stw 0123ted p1231e01 MULL ION ,.,r '
Anchor Clip PatBeme Area tY� 2N6'Ezo Ultr40m 174•Elc0 ualam 9116'Ek4UIVdeOn IW Ek.L59aron W N-
ux- Agg"lu I30a:m AWWaftr sen:w(G5)scrzs(36) scrau(G5) USE THIS FORMULA TO OBTAIN ll4E'ANCHOR N i
EMeMlmxepnt r 2.1R• r 2-1rr 3-v9•- - r - -2vr r -2-12 _ 2 3-va 7 aae' o.5a• a.s2r- CAPACITY REQUIRED'CORRESPONDING TO AN -® 1� fYll f�l�j !I
-- E2111XAatlIt n Lara• 1a)r lana• taro• 2 -1•ua•- 1-w^ 7-17C. t-v4^ +-vr 7-vs z lam• tare• -s3ee9 ACTUAL PRESSURE REQUIREMENT FOR THE
4Ancro1s tg7611t O. 7 2t5Angle Caps! 1 7801r8 78065 680101 1560 ps 1596MS 54a� mms wA 76D 03 74B is P801Ds 1822l1B w2 mt 98526 1430196 OPENING,WHEN IT IS LOWER THAN THEMULLION - (7 ¢-� Z O O
CAPACITY(FROM THE TABLE)OF THE SELECTED EL I
- _ MULLION.R WILL YIELD A MINIMUM ANCHOR 6 I
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE. PRODUCT REVISED'
- _ - -- as complying with.the Florida
. _ Duiidinp Coda i
NOA-No. 17-0630.01
Expiration Date 052612021 t
By I
TABLE NOTES: - Imam a m LIC on ro j
- 1)$EE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. •"•-1288' I - I!`
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. - -
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE '
FIGURE 1:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEESHF_ET3 21-23. i
HOLES TO SE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2;115-
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. '
ANGLE CLIP MUST BE USED IN PAIRS. .125' 13 A i t 1 r l7 r
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED pNY L Nor
•CONCRETE BLOCK UNIT(CMU)SFiAL1 CONFORM TO ASTM P90.W000 SHAH BE PRFSSURETREATED T `��,`�, '• ••. y1�
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF•125' - I L\CENSE �C
THICK STEELSTUDS TO BEA MINIMUM GRADE 33 AND.045 THICK(18 GAUGE),STRUCTURAL STEEL TO BE AT, 126°X 2.11^X.125 MULLION
'
LEAST.125-THICK AND AM ALL ANCHORS INTO METAL SHA;/Da-END AT LEAST 3 SCREW THREADS BEYOND' (INTEGRAL FIN MULLION) ;* No,68705
THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S., f •: *_
ONAt
A.L71/NN MILL�ER.P.E.
FL P.E#58705.
TABLE 1511 - F
Mumon Capacity Table(IbsM) -
Op•Nng Width(for wAiralysparHrlg m glom)Or Opening Hofght(forhoftrdegyI WarxtiTg MURCM) Ile
50 In 60 In TO in soin 9c In loch to In 1401n 1601.
R4ctagYQ Tt4WM1nD. Re0!ergWa Tnpffly& RtUengldm TWITI 19. Re b gut" TrcW7nmF Rcitmg0a T-p7d"' Rectgiar Tlai�fMup. Radm-dor Tripr1ha D. 17Wnptar ihMOmg- Rectal9br Twill aa. w
3,26'30 L.uadn'a Londt Lending L..&g Loft td-mg Landoll LaodnO wak• l.All9 Loiift L dln9 foadn9 L d g Lowing Lmdro Lomm lending
DEG,ALr r r F r r r r �• r r r r r r �
BAY MULL $ �,. .. '^ .. a .. a..• a.. '� Y^ $ $
0) r
4 oil i a: I I S I imI 1 -1s ss i �� Z W
o W
12 in 170.0 620 1700 435 17011 744 170.0 473 17QOI 116 170.0 5C6 170-0 092 170.0 510 170.0 1116 170.0 621 170.0 1210 770.0 321 1700 1468 1709 621 170.01 1735 170.01 521 149.1 1740 1170.01 521 w J =
401n 170.0 7W 170.0 524 170.0 (ISD 170.0 SU 170.0 992 170.0 630 170.0 tt33 170.0 681 1700 1275 170.0 677 170.0 1417 1700 650 152.2 15M 170.0 630 130.5 1522 170,0 630 114.2 1522 170.0 6W -�� 7
W626 In 170.0 747 170.0 583 170.1) 8911 170.0 -631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 1700 747 1642 MU 170.0 758 1309 1443 170.0 750 117.3 1447 170.0 758 1028 1443 170.0 756 W O F'
S4 in 170.0 797 170.0 812 170.0 956 170,0 031 170.0 1116 U0.0 764 170.0 1273 170.0 803 160A 1153 170.0 837 144.3 1353 170.0 056 120.3 1353 170.0 661 103.1 1353 170.0 fief 60.2 1353 170.0 881 K 03 000 W
60 In 17D.0 586 170.0 7111 170.0 1063 170.0 797 167.0 1218 170.0 378 1481 7218 170.0 844 1289 1218 159,8 Wit 116.8 1218 1511 924 97.4 1218 146.1 913 835 1218 148.1 913 73.1 1218 148,1 018 1•- 00.7 O Z
63 in 110.0 SW 170.0 745 170.0 1118 1700 650 150.2 1160 1689 833 131A 1150 1610 914 118.8 1150 141.8 MS 1081 1160 1142 635 879 1150 126.7 971 76.1 1160 1292 570 115.7 1150 1292 870
W
rrr5 690 171),0 874 170.0 780 152.4 1W3 1669 681 130.6 1048 146.01 864 114.3 1045 13111 850 101.6 1048 123.4 019 01.4 1618 1186 MO 762 10/6 109.4 821 65.3 1046 1032 818 57.1 1038 1082 818 Z Z N$ s U
C 721. 140.8 860 147.9 754 117A 850 126.0 748 1008 860 110.51 7'34 880 860 100.6 722 702 053 90.0 772 70.4 680 852 703 50.7 680 792 693 503 860- 785 669 44,0 080 76.4 688 LU
LU J �, Z
•
761, 110.7 798 1281 690 99.3 790 Oil 870 65.5 790 03.3 663 74A 790 83.9 6B 65.5 780 769 643 5" 780 71.7 535 49.9 790 63,1 624 42.5. 790 62.1 819 37.4 790 61.5 017 Q •r r
•� 78 In 110,81 790 1185 e57 R13 750 98.1 644 79.1 780 85.9 632 602 750 77.1 621 81.5 750 70.0 612 55.4 750 65.7 605 462 760 59.4 594 311A 750 582 568 30.6 750 65.5 666 2 ~ Q Q
Z N
9016 R1 563 74.4 600 80.1 563 619 491 61.6 563 64.8 483 45.1 M 489 473 40.1 603 MA 403 381 ISM 409 462 30.0 563 332 452 25.8 563 313 445 229 303 31.3 442 1- Q m Z
96 in 59.4 496 61.1 443 49.5 496 51.6 435 424 495 29.8 427 31.1 495 389 421 U0 495 39.1 415 29.7 463 332 409 24.8 495 29.1 400 212 495 25.6 394 188 495 25.0 3DO a fA O a0
IbSh 41.7 381 429 333 34.0 381 359 343 29.8 391 31.1 312 26.1 391 279 337 232 3DI 24.9 333 20.9 391 a8 328 17.4 391 18.7 321 14.9 381 17.6 315
1111. 084 370 392 335 310 370 31.0 330 279 370 28.0 325 24.0 370 25.3 920 21.4 �371nll-2 370 20.9 312 160 370 15.1 305 N
1291. 30.4 317 30.9 239 25.3 317 26.0 2W 21.7 317 22.5 280 19.0 317 1R9 276 149 ¢� U Q O O
1441n 17.6 220 17.6 203 T R$ z O s:V)
TABLE 158 - ANCHOR CAPACITY ADJUSTMENT FORMULA: v � S�m�
Anchor CapQcltY Tabla OE;) ANCHOR CAP.,,,,.,,,
bu•Atfdle: 2.7kCortrefe 3.5kCon0. HoOeWCMU FIIIe1C14U PTNbad A'abil (DP,,,,)X( - )=ANCHORCAP.®
PRODUCTREVISED
9
18'Ecco 714'SS Elu 6118'Elco 774'SS Emo 1110 91ee1 #12 Bled #128hd MULLION Cl1P.,,,,,,,•"e
AncMr type: 9118"Elco Unrmm 1(4•Emo lJmecm 3116•Etoo Um-on 114'Eko Umecan a0 corn Iying with the Florida
Anchor COP Patterns t96ac01 Agd00at. U7rmon AgomGa aceta(ca)scree(C7i &204(GSUBE THIS FORMULA TO OBTAIN THE'ANCHOR Bullding Code
Edge Dlstmme Ont: 1• 2-12• 1 1• 1 2-11r 3.1re• 7• 2.12• 7• 2.12• r 3.1t6• 2• o.46• E
Os24• CAPACITY REQUIRED•CORRESPONDINGTO AN NIDA-No. 17-0630.01
Embadmad(Inr 14W talc 1a/4' tafd• 2' t-vr 1.17x• 1-114• 1.152• 1.1ra• 1.114" T 1-W /area ACTUAL PRESSURE REQUIREMENT FOR THE
2 Honore @ 5'Mln.O.Q/R12r5 Arg/.Cops l t}lg,77 390t! 391)me 431)ma eeo Ir>s .1)o uv 2To me Zea 16n 354 ma t41)lka sia las 729 tsa sae ma sal mn 560 6n OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date OS/26/2021
a Archom®33.1Art O.C.1 R724s Arm CORa 11Flg.2E 7801:0 79016• 780 ms 7fi7O I04 2525 kn 541)ma sea Os wA 112o Ds 746 em Wo e>s- 1682 ma 692 ma112our CAPACITY(FROM THE TABLE)OF THE SELECTED171•NIn O,C./(2)215 AngleU 1��.3k t12011n 1120 me 955052 2246120 2254 ur WA eto!m WA tas9�17 WA' 1320 ms wa 103200 teeo ma MULLION.IT WILL YIl1DAMINIMUM ANCHOR Miami-"ii,Prouet ControContro
CAPACITY WHICH MAY BE USED TO QUALIFY
-• ADDITIONAL ANCHOR OPTIONS FROM THE
FIGURE 1: ANCHOR CAPACITY TABLE -
TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADINIC, -
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FIGURE2'. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE_ a1 t 171 l 1171/
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. '125" `.�``aoN- N,��
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOVIN ON SHEETS 21-23. - 30, a't`.•'�10EryS• ((��
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250• '�-;' No.58705
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 7
• • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BE AMINIMUM OF.125'
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045 THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT _ 30"BAY -O (U
LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLIONL.# 7Sr ATE �/
• THE MATERIAL 8#12 ANCHORS INTO WOOD MAYBE STEEL,1811 S.S.OR 410 S.S. i S �
ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. - 7S�01VAL
A.L 1t�tV11P/1tiLLER,P.E.
FL P.E.#58705
TABLE 164 - -
Mullion Capacity Table 0bsVj
Opening Width(foneNnPrf-sparring lWcns)orOPOninC Helght(for horizontID/spardrg vid5ons) C b
SON 80 In 70 in SDN so in 10047 120 in - 140 to 18047 - m
R.I.n9sla TrWMXt9: R.Unoa Top7dan0. Rmtmauf TraprTdmp. Rochnadv TMP/Tft4 Racmn�la m3wma19. Ragalgder Tiaiirtmg. Rxlunpda Tr41ft)targ.. ReetenaAer TnpRNelg. Rectanp4er Trt+p71'ama.
326^45 wad v foad09 weans wedn9- Lnadrq LP2. wadn9 wtdha L4ad'm9 L04din9 Lwdm9 Lmdn9 L.-Ina Loodre Laadna waw
DE(LAL a.. $• a �a 3,. .. .D -a_. ag 2- 2: m., n Za d^ 3 a &
BAY MULL a B d G- S u S o H E V
�g � k a p �� € U) N "
8m 11 s8 �� s a#a s a s �e �� z s� f� a s s' O LU
42 N 110.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 SWE 170.0 992 170.0 519 170.0 1110 170.0 621 170.0 1240 1740 RI 170.0 •1488 170.0 521 110.0 1735 170.0 I'SM 180.3 1871 17(10 521 W J Z
0
4047 +70.0 700 17'•0 R4 170.0 8.50 1760 684 170.0 1700 03P 170.0 1133 170.0 881 170.0 1275 170.0 877 170,0 1417 iR0 880 1817 1837 170.0 '�0 140.3 1637 170.0 080 122.9 1037 170.0 680 QQ y
MMS In 170.0 747 170.0 503 170.0 890 170.0 031 170,0 .1046 170.0 684 170.0 1105 170.0 723 170.0 1345 1740 747 170.0-1494 1740 758 147.1 1552 170.0 753 129.1 1552 170.0 756 110.4 ISM 170.0 768 n 8 F
Z
S4 1. 170.0 797 170.0 612, 170.0 958 1740 891 170.0 1119 170.0 754 170.0 1275 170.0 603 170.0 1434 170.0 697 1862 1455 1740 858 1247 1455 •170.0 861 110.6 1155 170.0 881 87.0 1455 170.0 901 ? W
So In 170.0 US 170.0 701 170.0 1053 170.0 797 170.0 1240 170.0 FM 157.1 1309 170.0 944 139.7 '4309 170.0 998 125,7 1309 1035 994 100.6 13N 157,1 902 89.5 1309 167.1 ,682 78.9 1308 167.1 982 � Ir-
63k
6391 170.0 930 170.0 745 17DA 1110 170.0 650 1019 1247 170.0 940 1423 1247 1&S 953 128.7 1247 1526 9&5 114.0 1247 144,3 952 95,0 1247 1382 938 61.4 1247 135,7 935 71.3 1247 1357 935 Z 2 w m <
6847 170.0 874 170.0 789 170.0 1169 INI0 am 1464 1190 1637 985 129.8 1190 147.8 945 115A 1190 136.5 928 103,9 1190 120.4 atd 88.8 1100 1195 898 742 1190 118.1 693 84.9 1190 118.1 893 � Z 03 g 8U
72h 161.0 1010 169.6 877 134.7 1010 144.6 959 11154 1010 i2T.21 SIX 101.0 1010 114.7 AM 888 1010 105.6 817 e0,a' 1010 009 607 673 1010 90.6 795 67.7 1010. 67.8 780 60.5 1010 87.7 759. =g Q
76In 137A 006 143.6 792 114.5 808 1220 TTS 98.1 606 107.1 751, 85.9 SGA 982 749 73.3 908 882 735 88.7 900 SVI 729 573 sas 74.7 716 "A we 712 710 429 we 70A 7011 J � Z
M 781, 127.1 661 1325 764 1059 881 1125 73S 804 801 08.8 725 78.4 e01 88.5 713 704 861 81.0 703 63.5 567 75.4 694 SSD 051 8&t 581 414 S8f 64.5 875 39.7 861 tri,7 872 Z F- Q Q' W
so in E27 646 814 574 6&9 848 721 664 69.1 646 629 W4 61,7 819 %I 848 48.0 616 .9 537 41.4 618 47.0 530 x.5 806 41.5 518 29.5 645 382 511 25.0 648 38.5 507 m Z m ,cp
9B in 682 588 70.1 1 508 58.8 588 1 58.1 499 483 565 51.4 491 426 598 45.8 483 37.9 568 41.4 476 34.1 568 38.1 470- 22.4 588 33.4 459 24,3 680 30.5 452 21.3 588 28.7 447 � 0. � W 60'O
10647 479 449 46.9 465 39.9 490 413 399 341 409 35.7 397 28.9 HB 31.7 361 290 419 2&8 382 23.9 449 28.1 377 20.0 490 22.7 366 17.1 449 20.4 361 15.0 449 189 356 c U! U
11147 M.1 425 45.0 385 3&8 125 37.9 379 91.5 d25 328 373 27,6 424 28.1 387 24.5 425 292 362 221 425 244 358 IIIA 415 20.7 350 15.6 425 1&$ 343 - 9 im U U
1201n
N. 3114 35.5 331 20.1' J01 29.6 378 249 301 25.6 321 21.3 364 22S 317 19.4 384 205 313 17.5 364 .147 309 -• U VII' O ?y
1441n 202 253 244 233 15.6 253 17.1 230 - - ,d a Z S: cri
TABLE16B ANCHOR CAPACITY ADJUSTMENT FORMULA: o ji m�m�
AnMor Ca ae TAbla be c3 F
8umtmN: 27xanclete 3,5ktbnc. 1louowt?nu FlaedcMu pTWbW yp{d (ppm)X(ANCHORCAP.,,.,, =ANCHOR CAP.,,, -
St75'EiaO v4•ssEka6ne^Erce t74•bSEko 6to5tael #12i .1 el2ste41 MULLK)NCAP.,q,,,,,, PRODUCT REVISED
Anclo(7ypa 3116'Eko I9traea, 714•Eko la5acm 9116•Eko l9tracmt 1k•EW uwcm a9 corn I
Anchor C9p Patterns UOsxm ADOaGaor Ilka:on ApeeGakr 6ve4(GS)&W(G5) Sc (05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Bagdlnp Wdotwith the Florida
Edge Mt..907 1• z-1rr 1• 2•Irz 3.118• +' 2-Vr ,• 2.10 2• mir r 0.49• 950• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN NOA-No. _17.0630.01 I
EmeedmOMM +ars•- -taw• 1-3'4• /arc .z t-te4' 1.114• 1.147• 1.170• 1.114' t•v4• 2 tare' tars• sates ACTUAL PRESSURE REQUIREMENT FOR THE --
-N
'
2Mceaa®5•Min O.C,r 07)2<Atgb 04.r(Ra.17 390 Qs 390 b9 450 Ns 690 ka 1700 a 2101ee 280Im 354 Qac Tao ma 374Im 720 im s/a roe xt Na 4az lee 56o ke OPENING,WHEN R IS LO'NERTHAN THE MULLION Expiration Date 05/26/2021
4 Aroto•®35'Min 0.0.r R)215 Anple i8p+1(7c.27 700 bs 780100 T90 11m. 1670 an 252a to 470 Ne 5601m WA 1120100 748 fm 890 Va, 7892 im 6821Dc 8311m 172p ata CAPACITY(FROM THE TABLE)OF THE SELECTED
BAncho;e Q2Tf•30n O.Glfq ao Am Caps 7(99.3E +t2o we nzDlm wa 1m 27169. zz94a>: NIA 9401m wA losstm WA 132p pts wA tun lm 1327 ke 1690 Ne MULLION,IT WILL YIELD A MINIMUM ANCHOR By
CAPACITY WHICH MAYBE USED TO QUALIFY mmm r a u41t Vontrol.
- ADDITIONAL ANCHOR OPTIONS FROM THE
FIGURE 1: ANCHOR CAPACITY TABLE. -
TABLE NOTES:
1)SEE SHEET 1 FORNS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
GENERAL
SEE SHEETS 2-4 FOR GENERALL INSTALLATION METHODS. '
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
DIM
3)MULLION E DRILLED
CLIPS SHOWN ARE NOT IM SCALE.FOR EXACT IONSSHO N SEE SHEETS 1-23. ��311 Y LY'v ", '
• , • • • HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ,t2S 45• �� Js��......,NDN
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4,1GENyF•;�(� .
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPEGFICATIONS.HOLLOW AND GROUT-FILL® 3.2 _.*: No.58705
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C.90.WOOD SHAW.BE PRESSURE-TREATED _
• • • • YELLOW SOUTHERN PINE WITH AN SG OF 0,56.ALUMINUM SHALL.BE 6063-TSAND BE A MINIMUM OF.125". .O
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND,045•THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT 45•BAY
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION �ATE ��
• • THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18.8 B.S.OR 410 S.S. , 'n
ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. ��aSL/Y�NnIMl4 P.E.
FL P.E.#58705
f•1.000'"i h--1.250°--{ n gi
-"`� tA4O' �»- ^-� 1.000' (•-- A�� Rl
B
1.004" r» 1 r..212855'
126' .1 ° .1125"
2750 3.125• 3.188'7
12 .125" 2. 4 2.000' 2.000` 26'
2.11('
125'
O
N1263 .5 '
! _ s.Sgg
�`U
,�FUoj
•, I .800"
1'X2'X.124'MULUDN 1'X2`X.376'MULLION VX2.75"X.376°MULUON 1'X2.75"%.650•MUWON 1"X3.125'X.5`MUWON 1,25'X3.1887X 266"MULLION 126"X2.11'X.125LIUWON a 5 to
6063•TOALUM. 6063-76 ALUM, 8063-T6ALUM. 606&76 ALUM, 8063-TBALUM. 6063•TB ALUM. 60S346 ALUM. N 2
XSECTION XSECRON XSEGTION X-SECTION X-SECTION X"SECTION X.SECTTON m O
'�"'�(--.126' �f--.t26° --•-�h-...125" � Fes- O � tom'}
A2.00,
TABLE A Z W msrAHDARq cuP6=46 ALUM. - 2.125 606s-TfiALUM.7 Dimension Value¢n) For Mullion: W LE CUP Z 01
XSECTION UCLlP 2,000• 2X5XSEANGCTION( '�6063-TB ALUM. . - __ A 1.825 E „U 0. cZ
•-
.125' X-SECTION - .125• B 2664 1'X2'X.125' 4
Aluminum 0.895 n
r o
125° D 0.740 Tube Mullion r pz Z 8 rn
a � 4m.. o.o
740' A 1,125 n vy,Z L a
5.540' B 2.404 1°X2"X.375' N W CJ _
3.125 CUT HERETO 375' ,, O 0,835• Atumtnw» ,g F5 -j cf)Y cn
Y
.375° --'-'�_CREATEFCUP.SEE MLN. 5A0p'-•--•-y Tune Willa U � Q
MIN. DETAILF,SHEET4. .376-MIN,---i F-- D 0.490 U-` .Z :1
r-------� r-------- rCeNTEROF
MIN. A 1.875 CL a C ZmU
---------------- 1'X?-76"X
-- o I o
I � I A V•CLIP A I-�_-...-_-...._�� B 3.000O �
I- -----j L- -----jso83•TOAUJK '- =--------------- 37SAlumin
TOPVIEW 2X5ANOLECM, C 0.767 Tube Mullion
L 80TOPM ALUM, D 1.118 as PRODUCT REVISED
¢ STANDARD CUP CENTER OF ANCHOR HOLE MUST UE WITHIN THE TOPYlEW A 1.312 Saudi.,Plylovith the Florida
6063"T6 ALUM, DASHED BOUNDARY.SEE SHEETS S•18 FOR THE i"X2.75"X NDA-No. dee 17-0630.01
CENTER OF ANCHOR HOLE MUST UE TOPVtEW R ANCHOR O.C.OtSTANCE,MAXEMUM ANCHOR _ _ B 3•QOQ ow.
V✓iTH1N THE BASHED BOUNDARY.SEE ROLE DIAMETER:ANCHOR DIAMETER+1716'.SHEETS 6.17 FOR THE ANCHOR O.C. 11 C 0.478 Aluminum Expiration Data 0612612021
DISTANCE.MAXIMUM ANCHOR HOLE - BOUNDARY.SEE D 0 836 Tub*Muilat MI 1-U "roduc Contra!"'"
DIAMETER:ANCHOR DIAMETER+1116°, SHEETSS-17FORTHE -
ANCHORO.C. TABLE B _ A 2.004
DWA14CE MA)OMUM t'X 3.125"X
PGT Port#
5.500' .376" ANCHORHOLE btu!!0lmenslon(sheat#) 2837 •6�. '
DIAMETER:ANCHOR Mullion Std.Cl3 Oft6*t Cli U C11 Angle Clip C 0'863
Tube Must
.375 -•�� MIN. DIAMETER+Ins• P P P 9 P D 1.137
MIN. 1"X2"X.125'(S) 66605 666113M GWI118M 686243M g§5141%i
A 2,82fi
---- -------r-----------, 1"X2"X.375'(6) 666006 666114M 66611 ISM 666244M 8 3.282 1.26°X3.188'
X.265'Alum
-1"X275"X.375"(7)- 66607 M115M 6661120M 668245M C 0.602 Tube Mull
I I B 1'X2.75"X.65Q'(8) 68608 666116M 6661121M 668246M D 1.762 111 7jT
--'---' D 1 128'X211° 11 Y LYly i
1"•X3.125 k.500"{9) 66837M 6861t16M 6661i14M 656242M A 1.813 ON11LYIV `1.26"X3.188"X.266"(12) 66641M 6661117M 6661113M 666241M 121"Alum �� 11C-NS8 •/C�
TOO Mull
1.26'X 211"X.125'(18) 69370 WA WA WA 668517M * r No,58705
C CLIP NOTES:-
-12S' i 8083.7600-TS ALUM - D
70P1JIEW - 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL,RESTRICTIONS GIVEN ON THIS SHEET,
.740°-}-�-'-I - %(C ••.!c(OR10P•.•'•�`,�� i
- � 2)SEE SHEETS 6-9,12&18 FOR SUGGESTED,APPROXIMATE tiDRELOCATtONS&ANCHOR O.C.DISTANCE,
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS,
-� 1.000° p= -{ 1.006° f- 1.06r-1
740° _ L+
.063'D2.625"
i •�}-1 .125 qn
-082 I
06
.43 I I
4.000° .f2S STANDAROCUP
4.000' 4.000' 2.000' - SY
608376 ALUM. I 2.125° 2•�. 2X5 ANGLE CLIP
.1�r. XSECTION U-0UP 6063-78 ALUM.
I I 8063-TB ALUM XSECTION .125 N
.126' - .125 •f25" XSECTION -
U F
.03 Z {N W
LU
CENTER OF ANCHOR HOLE MUST LIE WRHIN THE J O
.125' 375, ,155 , DASHED BOUNDARY.SEE SHEETS 10.2D FOR THE J
_ T ANCHOR O.C.DISTANCE MN6MUM ANCHOR
i - HOLE DIAMETER:ANCHOR DIAMETER+1116'. W m C' F
1"X4'XA26" f'X4'X.375' 1'X4'XXS' 5.600' m U o - O
MULLION MULLION •T"-MULUON 6.000' Z m
80B310ALUM. 8063.78 ALUM. 606316 ALUM 375' 3.125" -y CCR HERE
E E Ip,SEE •376' �5 p O o Z'0
X-SECTION XSECTION XSECTION MIN MIN. z 1�L�LLL
DETAIL F.SHEET r6 � rG Z
saaeo+' 1.594° f.250' .375 Z W m 2
-----------
1.594. r-------� I r------- 1 CENTER OF r--------- n MIN. M _ � eU
I I I 1 I ANCHOR HOLE I 'I MIN- 0 O
I MUST UE WNHIN I I ? a c�S Z
THE DASHED a
Ir
1 BOUNDARY.SEE
SHEETS 10.17 I I Z 0 Q N m
2875 rC 1 --- 1 l --- I FOR THE F - 1_---=---i F ZZ o0 Gln
1 I I I F ANCHOR O.C. in Q
.100" 3,gq. I I I I I IFDIAMETER
DISTANCE I I _ z s0 O
MAXIMUM
x250• I I
.too° &250" I 1 I 1 I iANCHOR HOLE I I Y Y
F J W CO
.160' L _-__-_J L____-_ ANCHOR
+1t16'. 2XSANG CLIPQ O O
•�° .100' .820' •�4° 624' rC STANDARD CLIP U-CLIP 6083.78 ALUM. d en
qtr
1.250" 1,250, 926' F� CENTER OF ANCHOR IHOLE MUST LIE 6053-TO�IM. 6063-T6 0M. TOPVIEW �
WITHIN THE DASHED BOUNDARY.SEE -PVIEW PRODUCT REVISED
125'X 3.25'X.1C0• 125'X 329X.624' 1.25'X 3.94'X.624' SHEETS 10.17 FOR THE ANCHOR O.C. TABLE TABLE C,CONT. as compryIn with tho Florida.
MULLION MULLION MILLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value On)For 67WIlon: Dimension Value 9n)For Mullion: Bultding Coe
6005 Tb ALUM. 8005-T5AUIM, fi00S7b ALUM DIAMETER:ANCHOR DIAMETER.1116'. HOA-No. 17-0630.01
X-SECTION XSECTION F 3.687 1 4°X F 1.938 123 1 3.
X•SECTION G 1.000 .125' G 0.566 x.624' o Enpi atlon Dato 0512612021
3.468' 5.500° H 2600 AJuTube
MuIml H 1.438 AIe Muliln
I x000 Tube Mullion I 3.250 Tube Mu01an � BY
I`�2.661' .126' .376' .375' F 3.187 1"X4°X F 2625 1.26'X3.94" g Mlo ade ro uc Control
-� .125 1.877' MIN. G 0.757 .375 G 1.125 X.624'
1.377` I I ___ ---� r-------� H 2430 AlulNnon H 1.50D Aluminum = ;•;"
I 1 I 1 3.000 Tube 8°T° 1 x250 Tube Mullion
1 I I I I F 2.250 1.25'X3.2-1 6 F 2813 30°88 Mull
I 1 1 I I O 0.760 X.100" F 2875 45'Bay Mup
.126' .12s 45' 2260' i M 1.600 Ahtnintn
�° 1 1 1 1 I 3.250 Tuba MuObn CS
1 I I 1T
I
3250"46-BAY MULLION l 3250' - 1 ____j 1 I TABLED w 111111111/!/ I
30'.SAY MULLION I 6063-TB ALUM. I -------- 1 � ____- Mull Dimension POT Pand
8063-T6 ALUM. - 1 XSECTION
X-SECTION I (sheatq) Mullion Std.Clip ORsat Cllp U-0lip An01e Clip a `r1��'•VICENSF•;�C��i^ �
G OFFSET CLIP 1"X4'X.129(10) 69364 668111M 6661122M 666241M BM18M •,�f
T 1 .125' 6W3-T6ALUM 1'X4-X.375-(11) 68810 088112M 66(1123M 666242M 666819M - * No.58706 1
226°J I~•981 .740° T01ryEW V X4'X.379 T(11) 66653 668112M W61123M 668242M 666518M °�• .0
228° �.9BT-I /?
NOTES: - - _ '' r1 1.25'X3.26'X.100'(13) 20160120312 WW27M W81124M SES2410M (IMMI5M t: (1(
g�
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. - 125 X3.29 X.825(14) 20181120315 6W1128M WBI125M 6682411M 6666f 16M ® :OT••. TE 0 ��':Al
1.26-Xaf14'X.824'(16-) 20182 8081117M BW1128M 66824tH 880.517M 1-: ;� '%:°tORIDP,.•'•
2)SEE SHEETS 10,11,13.15,19&20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. s0 De91ea(19) 68848 WA N1A WA 8665116M _� ANAL
3)SEE 3HEEiS 2.4 FOR GENERAL INSTALLATION METHODS. - 45 Dagree(20 68650 WA WA WA 88a6111M x/111 11171
°o A.LYNN(MILLER,P.E.
O FL P.E.#58705
TABLE E
Mull Dimension PGT Part# S
(shoot 9) Mullion Std.Clip U411P Angle Clip •125 126' G!
•X4'X.25'(18) 66602 66628tH 66B271M 8685112M I
wig
•XV X.2V(17) 66604 666262M 666272M6665113MSTANDARD CUP U-CUP 2X5 ANGLE CUP
600-76ALUM. F 6W3-TS ALUM. L6063-TS ALUM n
NOTES: 2.00O* X-SECTION 2.125 X-SECTION 2.()0' X-SECT)ON �Q
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING [.125
125' 'd` 0
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L ,4g,_4 T z I A.L
2)SEE SHEETS 16-17 FOR SUGGESTED,APPROXIMATE 0 W
HOLE LOCATIONS.. :C
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -j 0
D A
CUTHERSTO 2 (-) D'M
2.000'--1 -3.500. CREATEF-CUP, .375' W W U)
SEE DETAIL F. ,...-37`x' MIN. a: Im z W
-SHEET4 MIN. r-.375' Z) 0
MIN. 0
Z
t3 z
-------------------- z Wg
g v
EU z
4.000' j O
3.438' 3.438'
.260" 2'X4*X27
MULLION
6063-TO ALUM. &4381
Co
X-SECTION 55 Z-.375" -0 mor
------ L--------------- MIN. LU Q
STANDARD CLIP 2X5 ANGLE CUP
u-CUP�6003-TBALum- 0
/ CENTER OF ANCHOR HOLE MUST LIE 6063-TO ALUM. ANCHOR HOLE MUST LIE 6D63-T6 <
SED FOR 2X 4'MULLION.SHEET le ALUM, W (L fn U)i
.250' LL 4Y,THIN TME DASHED BOUNDARY.SEE TOPMEW TOFVIsv A17N T01'.DASHED BOUNDARY.SEE TOPVIEW a g mio
-17FORTHEANCHORG.C. -17 FOR THE ANCHOR O.C.
SHEETS16 SHEETS 0 tY 1 P 3f
DISTANCE MAXIMUM ANCHOR BOLE CENTER OF ANCHOR HOLE MUST UE DISTANCE.MAXIMUM ANCHOR HOLE
DIAMETER:ANCHOR DIAMETER.lflfr. WITHIN THE CASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1118'.
SHEETS 16-17 FORTHEE ANCHOR O.C. PRODUCT REVISED
5.580'- DISTANCE WX MUM ANCHOR HOLE as complo with tho Florida
DIAMETER:ANCHOR DIAMETER-1119'. Buildings
4IY 11GI LEI
.375' 3.500' CREATEF-CUP, Z7!V 5.000 NOA-No. 17-0630.01
-SEEDETAILF, .375'
NIX r-M MIN.
IN. Expiration Da 5/2612021
.375' 13Y
r- muanI,-"e Product Control--- -------
6. 0' 4.688' +1
5.438* 1
5,438' 5,438'
I
RET-P,
F-L'
-�E
MULUCW
6063:MALUM. No.587GS
X-SECTION
MIN.
fl 0-1—r-------
0
U-CUP
STANDARD CLIP' 2X5 ANGLE CUP
ORIDh.
.2
e06346LUM. 6063-TOALUM, 8063-ISALUM.
TOP MEWAUSED FOR ��HIOK SHE Vr 17 TOPVLEW ONAL
Mfelli%K'
TOPMEW P.E.
FL P.E-#517015 _1
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