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FL# T-M Manufacturer Validated By Status
FL261-119 I Affirmation PGT Industries Miami-Dade BCCO-VAL Approved
History Category:Windo 786)315-2590
Subcatego .Mullions
-Approved by DBPR.Approvals by DBPR shall be revs fled by the POC and/or the Commission if necessary.
Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.[oovriaht 2007-2013 State of Florida.::Privacy Statement::AcceSsibitity Statement::Refund Staterne
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pwsuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address N
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please Gilt bZp_.
Product Approval Accepts:
29®ME
sCcuti -atcrxtcs
i
https://www.floridabuilding.org/pr/pr_app_lst.aspx _. _ ---- — 4/11/2016
MIAMI.I?ADE MIAr11I--DARE COUNTY,FLORWA
• PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(ICER) 11805 SW 26 Street;Room 208
BOARD AND CODE ADlt•IIMSTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv
PGT Industries,Inc.
1070 Technology Drive
North Venice;Fl.34275 "
SCOPE:
This NOA_ is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-
Product Control Section to be used in Miami--Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product
Control Section(in Miami---Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AW
m
may immediately revoke, odify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product
Control Section that this product or material fails to meet the requirements ofthe applicable building code.
This product is approved as described herein, and has been designed to comply with the Tlorida Building
Code,includ_�the High Velocity Hurricane Zone
SE CRIPTION:Series 6TGT"CIipped Extruded Aluminum Tube Mullion-L.M.I. �__--3
NT: Drawing No. 6300JR, tita pact�tesZstant Aluminum Tube Mullions",
sheets 01 through 25 of 25,prepared by manufacturer,dated 08/29/l lwith the latest revision dated 01/29/15,
signed, sealed and by Anthony .Lynn Miller, P. E., bearing the Miami-Dade County Product Control
Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade
County Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
series,and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted
herein.
RENEWAL of this NOA shall be'considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA. -
ADVERTISEIVIENT: The NOA number preceded by the words Miami Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the-manufactiu-er or its
distributors and shall be available for inspection at the job site at the request of the Building Official. .
This NOA revises NOA No. 13-0815.05 and consists of this page 1 and evidence pages B-1 and E-2$ as.
well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D.Gascon,P.E.
NOA No.lit--1103.01
MiAMt u uE�couta rY sffi,r., Expiration Date: 1VIay 26,iM
NOWFAIN +l NNW
Approvai Date: February 12,201$
Page 1
PGT Indushies,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(,Submitted under-previous NOA No. 10-0819.05)
2.- Drawing No. 6300JX titled "Impact-Resistant Aluminum Tube Mullions". sheets 01
through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision
dated 01/29/15,signed,.sealed and by Anthony Lynn Miller,P.E.
13. TESTS
1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94
2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4) Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC-,TAS 20394
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.
(Sztbmftted under previous NOA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 2010
and with FBC 5'h Edition (2014), prepared by manufacturer, dated 01/29/15, signed
and sealed by Anthony Lynn Miller,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory.and Economic Resources(ITER).
E. MATERIAL CERTIFICATIONS
1. None,
F. STATEMENTS
1. Statement letter of no financial interest, conformance to and complying with the FBC
5'h Edition(2014),dated 11/03/14,signed and sealed by Anthony Lynn Millpr,P.E.
2. Statement letter of no financial interest, conformance to and complying with the
FBC 2010,dated 061061111,signed and sealed by Anthony Lynn Miller,P.E. -
3. Proposal issued by Product Control to PGT Industries,Inc., dated 08/06/14, signed by
Jaime D. Gascon,P. E.,Product Control Section Supervisor.
-Jaime A Gascol,P.E.
Product Control Section Supervisor
NOA No.14-1105.01
Expiration Date: May 26,1016
Approval Date: February 12,2015
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED
F. STATEMENTS(CONTMM-D)
4. Laboratory addendum letter for Test Report No. FTL-6443, issued by Fenestration
Testing Lab,Inc., dated 05/05/11,signed and sealed by Marlin D.Brinson,P.E.
(Submitted under previous NOA No. 11-0922.01)
5. Laboratory compliance letter for Test Report No. PTL-6443, issued by Fenestration
Testing Lab,Inc.,dated 02/28/11,signed and sealed by Marlin D. Brinson,P.E.
(Submitted under previous NOA No. 11-0922.01)
6. Proposal No. 10-1070-R issued by BNC to PGT Industries, Inc., dated 01/07/11,
signed by Ishaq I. Chanda,P.E.,Product Control Examiner.
(Subndtted under previous NOA No. 11-0922.01)
G. OTHERS
1. Notice of Acceptance No. 13-0815.05, issued to PGT Industries, Inc. for their`PGT
Series Aluminum Clipped Mullion-L.M.L",approved on 11/31/13 and expiring.on
05/26/16.
Jaime D.Gascon,P.E.
Product Control Section Supervisor
NOA No.141 1105.01
• Expiration Date: May 26,2016
Approval Date: 1 ebruary 12,2015
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES:
NONIMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FOR THE
MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS............................1 0
FIGURE 1: MULL TO 2X WOOD.......„...„„„,.2 a
MULTIPLE III------OPENING WIDTH FORVERTICAL MULL ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 1X 6 MASONRY........,.2 E'
�Y
MULLIONS I / -� SEE DETAIL INSCRIBED INSIDE HAVE BEEN TESTED A9'FREE•FLOATiNG'AND DO NOT NEED TO BE DIRECTLY TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES„„............_2
ReoraNGUTAR NOT HAVE A GAP OF MORE THAN 114'FROM THE CLIP. MULLTO MASONRY.,,..,„,............3
SHEETS Z3 SHAPE MULL TO STEEL STUD..,............3 N
3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL......................„......3 b dm F
DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U1B0.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS„...„.„.................3 U)
i III ALTERNATATE CLIPS...................4
IN THIS ANCHOR EVALUATION.THE 1.0 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS.
SAY MULL INSTALLATION.........„..„4
1 X 2 X.126 MULL SPECS..............0 --I
4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND 18 BEYOND THE SCOPE OF THESE 1%2%,376 MULL SPECS,,,_........_ -1 W
1 INSTRUCTIONS, 1 X 2,76 X.376 MULL SPECS.........7 a (q
I X2.76 X.03 MULL SPECS........„_8 ,Z a
SEE aErals I III V I 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.126 X.600 MULL SPECs,._...0 Go O
SHEETSTHUU2G.i I _ / I i I / I I S E VETO ANCHORAGE FOR THE COMMON MULLION,SEE EMMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 11 K q X;376 TUBE MULL1126 MULL SPECS m Q J
ONLYTWO ADJACENT UNITSATA TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN
1%4 X.376 X.MULL SPECS...„.„11
6NEET12J J
i III I PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY.
1,28 X 3.108 X.205 MULL SPECS...12
OPE iNG 1.26X3.26X.t00MULL SPECB__.13
vE r. HEIGHT 0)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUNDUP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.28 X 3.26X.624 MULLSPECS.,..14
MULL FOR 1.26 X 3.04 X.924 MULL SPECS.-16
LENGTH HORIZONTAL 2 X 4 X.25 WILL SPECS.....,......16
MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST Q Z
SEE DETAIL E, BE ANCHORED PROPERLYTO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2 x 0 X.26 MULL SPECS.....„„._....17 LU �.
1.26 X2.11XYMMULLSPECS_..10 � r
AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30'X 3.260AY MULLSPECS.........19 � Q O�
REACTIONS.
46•X 3.26 BAY MULL SPECS....,._,20 O �2
MULLION d CLIP DIM ENSIGNS.„...21.23 I•- Z O
FENESTRATION 8)REFERENCE:TEST REPORTS:FTL•8443;ELCO ULTRACONIAGGRE-GATOR NON$;ANSVAFBPA NOS FOR WOOD CONSTRUCTION; EXAMPLES 16
raoOUCTS MAY ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES..................25 O)
se DP ANY TYPE Q Y
MMUST
�1uREo 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING F to to
I I I BY POT. CODE,AND ARE APPROVED FOR IMPACT AND NONIMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH C1 Q O
PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Z
L /SEE DETAILS10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ.
A•D.G.H:
HORIZONTAL SHEETS 2-0 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
LMULULLH HORIZONTAL WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA.
MULL --
LENGTH INSTRUCTIONS:
I)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FP1 FOR THE OPENING USING THE ASCE.?STANDARD.
2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS-RECTANGULAR'OR'TRIANGULARRRAPEZOIOAL',
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: PROpULTRBVT,98D
ru-InplyM3 whb We Lllodd4
F ORIZ.MULL LENGTH---I 4)FIND THE CHOSEN MULLIONS MULLION CAPACITY ILBSIFT')FROM TABLES IA THROUGH IaA,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING puBdlnS OD&
MULL - h—OPENING WIDTH---I THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(pEPENDING IF THE MULLION IS SPANNING VERTIGU.LY OR HORIZONTALLY).THE A4oc0mcoNo
'i LENGTH I _ MULLION CAPACITY ILBSFM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFT31 FOR THE OPENING OBTAINED IN a
l� OPENING STEP 1). Uy`”li L,..?
HFIORi 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LDS),THIS VALUE NIOU ede Pro uet CaNCO�11
OFF NG LL !/ HOR MULL REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 11 L I I I I I I
HEIQM LENGTH M f ”
L LENOT I 9)FROM THE ANCHOR CAPACITY(LE181 TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE \��� {{{ON, , N
CAPACITY S MET.TEIANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHORLICENSE•.�lF�
SINGLE MULLION SINGLE MULLION FORE G LMULL 7)IF THE MULLION CAPACITY ILBSIMI OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIM FOR THE _ f N0.58705
FOR ENINGcni TH OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA”TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS -0 ;Q
VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE :.
:D L
`1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS S7 L
FROM FIGURE 1 ABOVE. 6)VERIFY THE DESIGN PRESSURE RATING(LBSIFT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION %� '•'A(0
CAPACITY(LBSIFT')OBTAINED FOR THE MULLION SYSTEM,THE LOWER OF THE TWO SHALL APPLY FORTHE ENTIRE MULLED FENESTRATION 'i lS ..D�•
PROOUCTASSEMBLY. // /0A/A <rN
9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOATOAPPLY FORA PERMIT. A.LYNN MWk!d ,PG.E'\�.
FL REN 56705
te
DETAIL B: v�ULLION
DETAIL 11"'ll
MULLION YOU 2XWOOD MULLION ULLION ATTACHED TO 1X CKSTRIP TY CHOR
OR WOOD FRAMING WOOD SUCK AND MASONRY D PERS TRATE, So 2!
(OFFSET CLIP SHOWN) MENT
(STANDARD CLIP SHOWN) BY 0 A
SEE NO 1,
MULLION I SHEET I. V cc
MULLION
SEE SHEETS 0
I C CMU E13GO
EITHER THE 21j3FORHOLE 4 0 EOR 01" CE,
STANDARDOR I LOCATIONS I I
OFFOET MULL EDGE BE E TABLES 3:
CLIPMAYBE I EDGE 0 S CE I OB
INSTALLEODY 13TANCE 4 FORMS
TMISMFTHGD. FOR WOOD ANCHORS
WS
SCREWS OR CD
JI�W�Ahi.AX FOR 444 SIDE VIEW
ALL MULLIONS 4
4 A
4
4OFFSET LEILL z
4 4, -�4 .9
4 E)XaT R R
EDGE THIS METHOD. zL
4 DISTANCE 4 4
FOR z
RY • < epi o
THE OFFSET CLIP I9 C ON �j I�! cj
44, 4 RECOMME1SpE0 FOR on-
EXTERIOR 4
ALSO DE USED FOR v Q S2
OTHER FRAME 7YPB8. �' 0
Z
TYP.ANCHOR TYP.ANCHOR
Typ.A /—PERSUBSTRATE, PERSUBSTFtht
=TE. SEE TABLES 18480 SEE TABLES 10-16
SUE
P809RE TABLES 10.10B EDOFJENO
DISTANCE BUCKS
SEE TABLES AND
Ems DUCKSTRUI 18.168 • ATTACHM NT
AND MOEIMENT' DYOTHE S.
SYOTHERS,
SHEET
SEE NOTE 1,
SHEET I.
• MIN 2.7 KGI CONCRETE OR CMU
PRODUCrRevisso
SIDE VIEW FRONT VIEW woo4v lbefferide
FRONT VIEW Du dlq
Cado
oxp=CON*
INSTALLATION NOTES:
1)ANCHOR EMBEDMENT TO BASE MATERIAL$HALL BE BEYOND WALL DRESSING OR STUCCO. I ado Pic lulcontm,%
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION .........
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHORTO ANCHOR DISTANCE,THE \+pN'(LW&
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED.
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HFXHEAO OR FLATHEAD. No.5870.
4)WOOD SUCKS ARE OPTIONAL,SEE DETAIL Cw SHEET 3.
�o
6)FOR MASONRY APPLICATIONS IN MtAMI-DADE COUNTY,USE ONLY MfAM(-DADE COUNTYAPPROVED S
ELCO ULTRACON OR ELCO,1!4.3,S.AGGREGATOR MASONRY ANCHORS.
Ity
FL P. X 59705
TABLE 2A
Mulilon Co ael Table 8t6/it= Gr
Opening Width(iorwrUcaByra ouri7girdiorls)oro pnInlTHalghR(for hotlzartla*o onningmu11ons)
501n 00 In 701n 001n 00M 10018 12111n 14oln ic01n �(4
Rocknp6lu pnol tg. Raat4n0utar TmrtTdato. Reat,aputar Tro{tM2ra. R4ata2g+Q2r TMPRBaro• Roate Traptrdar0. RrateroNos Trvghkn9. Ractar*02t Wilane. Rodwo4o1 Tt4prd,8@. Roat,n9ukv TW 4100.
1 x 2 x,378 loatlnp Loodlry Loadfnp Labdnp Loedllg Loa ft Loft Lowim Lamina loagro Lwdi179 Laodlr4 La4ru Loads g Loft LoamnO Loklrg Loading
Alum.
MulllonTuba
T111
I I a � 1, 1 1�' I a ¢'
I Ia 11 111 11 111 1a I1 Igfill, � I Ig
III , 1 11 11 11111 11 11 is 11 11111111 11111111111 111
421n 1700 020 110.0 439 161.9 002 00.0 476 12&7 002 170A 608 113.6 002 108.8 618 100.9 002 70fl9 6!7 960. 602 188.0 617 79.7 002 168.0 617 64,9 C07 180.0 017 50.7 0@2 1088 tl77
4018 121.8 607 1300 410 101.4 607 110,2 410 60.0 607 100.7 403 7fl0 6111 1020 309 07.8 607 BPA 301 me 607 a" 380 607 Boy 09.0 398 43.4 607 80.0 306 300 607 09,0 390
I aMIn 103.7 466 1148 370 64L4 468 99.9 371 14A 460 006 364 04,8 466 046 360 67.8 466 81.3 367 81A AIM 00o 350 43.2 450 60.0 358 37.0 456 600 660 324 468 00.0 636 � D: N
64-in 85,4 400 83.3 330 71.2 400 80.0 323 01.o 400 727 322 67.4 400 67.3 310 47.6 400 04.0 316 427 400 023 314 35,0 400 61.8 313 30.0 400 01,8 313 20.7 400 01.0 313 m 5' 0
6018 62.3 324 66.9 276 61,0 324 67,6 270 44A 324 062 204 30.0 324 46.0 200 34.0 324 430 267 31,1 324 420 255 200 324 40.6 253 2Z2 024 40.6 263 10.6 374 40.6 263 ZaT�y
63 is 67.8 284 67.4 252 44.6 204 48.2 248 304 VA 436 241 330 284 1 30.8 237 200 204 37,1 234 20.9 2% 352 232 724 204 33.6 We 10.2 204 1 334 230 IMS 204 334 230
00 In 408 266 40.0 230 Me 208 424 226 334 208 37.8 221 20.2 208 34.1 216 200 20a 31.0 216 23.4 208 20.6 212 106 266 28.0 216 18.7 200 27.7 209 14.0 236 21.7 209 d
771n 00.0 225 37,0 708 30.0 226 322 191 207 236 28.4 188 228 276 26.8 105 200 226 23.6 i62 10.0 226 221 186 16.0 226 20.3 177 t2A ?36 108 !76 11.3 226 f6.0 170
70 to 30A 262 321.6 177 2S8 272 27.2 173 21 202 219 170 19.2 202 21.8 107 17.0 202 18.7 tSS 16.3 202 104 !03 426 202 t@.7 i8D 100 202 iS0 160 9.0 203 16.8 !!is Z
7018 203 182 20.0 160 23.0 192 26.1 103 2a2 192 29-
6
90 1 1� 702 10.7 160 707 !P2 101 167 14,2 10'2 108 1811 11,0 171 15.2 162 10.1 173 14.4 150 tl.B Y07 142 160 ,,..I r
801n 106 144 19.0 IN 104 144 10.1 126 z O
8018 162 127 100
TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULAt Ji!}
AnehaTCa ao Tab a ltsa 'ANCHOR CAP.,. , N N Y
Buaalro o: 2.79 Conarole 3.69 Coro, Notow G4U FBkd Cf4 PT Milo] (DP,,,)X1 ANCHORCAP... N
6110•Eko 114.0o Eteo 5t1C Elco 114'88 Etc 010 fliect 012 Intel 9126190 MULLION
Atatwr7ype: 9I18•El2o U6meen i/4'Eko Utu000n 3l18•EIeo UOmeon 1/{•EIaa UOr000n K Q
AnahorCllpPattOmo Minim A9pro0elor mpacon Appmftlar Scraw(a5)aomw(aa! sann7(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Eopo 0letanaa0nr t' a.7tz• 1• 2.1x2• :f 110` t• 2.116' r 2-Ur x 31116' r 0.411' 0.04• 0.324• CAPACITY REQUIRED`CORRESPONDING TO AN Q• `'
Emlgdmenl n 111'1 7.614' 1.210 2• 1.114• Tim- Y•I/4• mw 1.114• 1.114• r 1616• 14u3• 7adco ACTUAL PRESSURE REQUIREMENT FOR THE _
2Alwtpm4 4.76• 8.116/flt ora7lMC11,11' . t 390 a itm Sha8xi e9atas 10+1 taro 2111ro, 280iW 36416, riolm 3r sas 6e4ma 94ai9s ROME, 2ilu 1180{= OPENING,WHEN IT IS LOWER THAN THE MULLION
AnmBen®1.16'Mln.0.0.1 Stands or OnaoB plp IF18,2t 4eo ro9 rap 139 WA r6 WA WA 3300, WA -NIA WA WA WA 1182 Ek bas 11, u2o ma CAPACITY(FROM THE TABLE)OF THE SELECTED
4A
Argtae7iPbtt97 760!06 786 tss 88p ias its001be t476 1115 640 1111 C4100A WA rW t>fti 740112 aro 1116 itg2181 882 bn 9651= f72Si tb:t MULLION.IT WILL YIELDAMWIMl1M ANCHOR
2Ae0aW,®0.40.108,0.111 U421p,W4,121•Alom.IF11,4T WA WA WA IUA WA -F-JW- IUA WA WA WA WA WA WA 716 tag CAPACITY WHICH MAY BE USED TO QUALIFY
7nneaarP4xn;FMak ta61m t�sa• 22516, 4411= antat 1s6w, 14pun 11116, 910116 to?its ante, 413161 fralw 8110, 280 142 ADDITIONAL ANCHOR OPTIONS FROM THE
2 Aneha,(M 1.16'Mtn.O.Q7 FCO Flp, 240169 310107 WA WA WA WA toll 111, WA WA WA Wn ILIA 341 Nn 046166 11101110 ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLiP.
�~ PRODULTRBYI9BD
FIGURE 1: CURE 2: TABLE NOTES: m enngltyln3 whh Wo Nlad6n
S Dulldl1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. Amp�+vODJ4Na .
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 18 ALLOWABLE. dldtt o1Y uet 'ontrat -`t
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23, 20, 111 I I I I
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ��� (4YNN �i
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, pN 4!A(
ANGLE CLIP MUST BE USED IN PAIRS. : �10ENSg'': r
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .316' � 'r
FIGURE 4: FIGURE 6 FIGURE 8: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-O0.WOOD SHALL BE PRESSURE TREATED 3'Y Na,58705
YELLOW SOUTHERN PINE WITH AN SO OF 0.56,ALUMINUM SHALL BE 8083.76 AND BE A MINIMUM OF,126'
« • THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK(18 GAUGE),STRUCTURAL STEEL TO BE AT t'X 2•X.376•MULUON ;/'
LEAST.126'THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND - 0 . 1 Q
I THE MATERIAL.010 S 012 ANCHORS INTO WOOD MAY SE STEEL,1&8 S.S.OR 410 S.S. ��� � �E FS
ONAt
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1.000'
r [13711
125' 2.760` •126' 3.126" •125' 3.18B'
.126' 25' 2,760'
4900v
25' N
2.000' 2.DDD• 2. 16'
m 1.
125' L 376' 0 0' .600' 285" 125' ZT L D1 T
1'XTX.126'MULLION 1'X2•X.375'MULLION 1'X2.76'X.376'MULLION 1'X 2.75'X.060•MULLION, 1'X 3,126'X,6'MULLION 1.25'X3.188'X.266MULLION 1.26'X2.11'X.126'MULLION _
0003.70 ALUM, TO ALUM, 8083.76 ALUM. 0083-TO ALUM. 6063-TO ALUM. 0083.70 ALUM. 8063.78 ALUM. ULJ
Q $ co
XSECTION XS• N SECTION' X•SECTION X-SECTION XSECTION XSECTION m Z ~
r .12� r .126' --I I--•126' c
\\\ TABLE AZ �d
1 STANDARD CUP I 2X6ANGLECUP Dlmonolon valuo(In) ForMulllanl
8083-TO ALUM. 6083.70 ALUM D
2.000' XSECTION I 2.125• 2,000• X•SECTION A 1.625 O
1 I
0063-TO ALUM. I 125. B 21651 1'X2'X,126' V
-.126' X-SECTION L Aluminum ari C 0.895 Tuba Mullion Z�Z c
D .-
.1 6.J Z
.740' B 2.404 1"X2"X.375' O Q 52
6.600' _ C 0.835 Aluminum tq
CUTHERE70 376' Tuba Mullion U Q
3.126' CREATE 6.000`- D OA90 a
3 -DETAIL
.SHEE,SEE MIN 376'MIN,
MI r DETNLF,BIIE6T4
338'MIN. A 1.875 � a
r-------� r-------� - - �--------------------- B 3.000 1"X2.76"X -o �
U-CUP ---------- 1 376 Aluminum
L_ __-_-J 1 L-------- I 80TOPVI W `' "----_---__"-----`--' 2X63-TOA UM. C 0.757
TOPVIEW 8003•TBALUM. D 1.118 '��Mullion
L- TOFVIEW
gTAry CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .450 Min.
B, 76ALUM. DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE A 1.312 11X2.76'X
CE F ANCHOR HOLE MUST LIE_' TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR
WITHINTH EDBOUND EE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+1110•. B 3.000 .650"
SHEETS 6.17 FOR R O.C. WITHIN THE DASHED C 0,478 Aluminum
---DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY,SEETuba MUlllon
DIAMETER:ANCHOR DIAMETER+1118'. SHEETS 6.17 FOR THE D 0.83A
ANCHOR O.C. TABLE B RODUC.T ROVISUD
DISTANCE,MAXIMUM POT Part# A 2'� ecc p 1%;vldlthe I'laddo
ANCHOR HOLE Mull Dlmoneton(shoot, B 2.637 1"X3.126"X 1110 IDS a"do
8.500' 376' DIAMETER:ANCHOR Mullion Std.Clip Offeot Cllp U Cllp Anglo Clip .600'Alum aacytaroo No
•376" MIN. DIAMETER+1116'. C 0.883 Tube Mull i are
MIN.- 1"X2"X.126"(5) 66605 668113M 6061116M 666243M 68651'IM D 1.137
_____ _________ 1"X2"X.376'(6) 668008 688114M 6861119M 666244M 868512M A 2.626 N1 ado Product Contra)
r---- -^ I-- -� 1.26'X3.188'
1 I 1"X2.76"X.376" 88607 868116M 8881120M 866246M 866513M B 3,262
I I 1 (� X.286'Alum
1"X2,76"X.880"(8) 88608 M118M 6661121M 666246M 668514M U 0.87882
Tube flee
1"X3.126"X.600"(9) 86837M 6861116M 6661114M 668242M 866516M '(;'�LCENSF''•�Fp
1.28'X2.11 X
1.26"X3.189"X.286"(12) 68641M 6661117M 6861113M 666241M 886516M A 1.613 .121'Alum u'
`--------' 1 ------J 1.28"X2.11"X.126"(18) 89370 WA WA WA 866517M Tubo Mull i No.5B'/U6
OFFSET CLIP NOTES: •,
0063-TO ALUM. BT T
.126, E OF J:
TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. Q
'0.'',FGORIOP.•''G�.
.740'-1
2)SEE SHEETS 6-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS 6 ANCHOR 0.0.DISTANCE. SS/Q�q>L,F-
A.LYNN(NI►1 P.E.
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL P.E.#68705