HomeMy WebLinkAboutProduct Approval (4) MIAMI-
............... ..... . :DADS COU?fTY,FLORIDA. ................
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONON11C RESOURCES(RET) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMTNISTRATION DIVISION T(786)315-2590 F(736)315-2599
NOTICE OF ACCE PTANCi'111 iv%viy. inidndDov/ecnnattry
Lawson Industries,Inc.
8501 NW 90 Street
Medley,FL 33166
COPE:
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 t11an Miami—Dade County)reserve
the right to have this product or material tested for quality assurance.purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product
Control Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the'Florida Building
Code,including the High Velocity Hurricane Zone.
ESCRIPTION: Clipped Extruded Aluminum Tube Mullion Wand w/o Steel Reinforcement--L.iI.I. ,
APPROVAL DOCUMEPIT; Drawing No. LAW—M-L-1001, titled"Aluminum Tube Mullions" Sheets 01
through 10 of 10, dated 04/27/10 with revision "B" dated 08/01/14, prepared by manufacturer, signed and
sealed by Thomas J. Sotos, P.E., bearing the Miami—Dade County Product Control Section Revision stamp
with the Notice of Acceptance number. and Expiration date by the Miami—Dade County Product Control
Section.
MISSILE IMPACT RATING:Large arrd Small iVlissile Impact Resistant
LABS,LING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
series, and following statement: "Nliami—Dade County Product Control Approved", unless otherwise noted
herein.
IANEWAL 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.
IlR.rvMgATION 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 Ivfiami—Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety,
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
<` distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 12-0127.07 and consists of this page l and evidence pages E-1, E-2 and E-3,
as well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon,F.E.
MIAMIDAfJECOONiY i �5�"' NOANo, lit-0908.08
Expiration
D.
Maty 30,2017
o u. Approval Date: Novcrnber OG,2014
t•;�3''1 '
Page 1
Lawson Ind-ustries,Inc.'
........... ... ........... ...........:. .. . .
Nt3I'Ir�� €9F ACCEPTANCE: EVIT}ENCS SUBioIIYTTEI?
A. DRAWINGS
1. 'Manufacturer's die drawings and sections.
(Subudited under previous NOA's No.'s 02-0501.05 and 95-1212.01)
2. Drawing No. LAV/—MLr-1001,titled "Aluminum Tube Mullions" Sheets 01 through
10 of 10, dated 04/27/10 with revision"B" dated 08/01/14,prepared by manufacturer,
signed and sealed by Thomas J. Sotos,P. E.
B. TESTS
1. Tensile Test report on 0.10"thick wall aluminum tube mullion,prepared by Hurricane
Engineering&Testing,Inc., Test Report No.HETI-02--T071, dated 09/16/02,tested
per ASTM E8,signed and sealed by Rafael E.Droz—Seda,P. E.
(Srrbrraltted nrxderpe-ei?ioraslYOA.No- 02-0501.05)
2. Test report on: 1) Uniform Static_ Air Pressure Test,Loading per FSC,TAS 202--94
along with marked--up drawings and installation diagram of 120" span aluminum tube
mullions with C4 x 4,5 steel channel reinforcement, prepared by Hurricane
Engineering &Testing, Inc., Test Report No. HETI 02-1714, dated 08127/02, signed
and sealed by Rafael E.Droz—Seda,P.E.
(Sttbrititted urtd'e)•p)•eviotasNOA.No. 02-0501.05)
3. Test report on: 1) Large Missile Impact Test per FITC,TAS 201-94.
2) Cyclic Wind Pressure Loading per FISC,TAS 203-94
along with marked—up drawings and installation diagram of 120--inch span aluminum
tube mullions with. C4 x 4.5 steel channel reinforcement, prepared by Hurricane
Engineering & Testing, Inc., Test Report No. HETI-02--1716, dated 8/27/02, signed
and sealed by Rafael E.Dxoz—Seda,P.E.
(Stthinitted tinder previous A10A No. 02-0501.05)
4. Test report on: 1) Large Missile Impact Test per FBC,TAS 201-94.
2) Cyclio Sind Pressure Loading per FISC,TAS 203-94
along with narked--up drawings and installation diagram of an aluminum sliding
glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI-02-1718, dated 8/27/02,.signed and sealed by Rafael E.Droz—Seda, P. E.
(Subttuttetl underlirevious NOA No. 02--050.1.05)
5. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
along with marked--up drawings and installation diagram of an alutninttm sliding
glass door, prepared by Flunicane Engineering & Testing, Inc., Test Report No.
]HETI--02-1717, dated 08/27/02, signed and sealed by Rafael R Droz—Seda,P.E.
(Subtttitted uuderltrevious NOA No. 02-0501.05)
Jaidascon,Pte.�.
Product Control Section Supervisor
NCIA No. 14-0908.08
Expiration.Date: May 30,2017
Approval Date: Noventbar 06,2014
E--1
Lawson Industries,Inc..
-:._......._............ ........._.. .. .._.. .. .... ....NOTICE OF ACCEPTANCES..... ._ EVIDENCE SUBMITTEII.......................
B. TESTS(CONTH UED)
6. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
along with marked—up drawings and installation diagram of an aluminum sliding glass
door,prepared by Fenestration Testing Laboratory, Inc,,Test Report No. I'TTI,1376,
_. dated 01/31/96, signed and sealed b
Gilbert Diamond,nd P.E.
(Submitterd uuderprevious NOA No. 95-1212.09)
7. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
along with marked up drawings and installation diagram of two aluminum horizontal
sliding windows mulled at top with a 90 inch span mullion;and a 45=-inch high fixed
window on top,prepared by Fenestration Testing Laboratory, Inc., Test Report No.
I{TL-1383,dated 02/13/96, signed and sealed by Gilbert Diamond,P.E.
(Submitted under previous NDA No, 95-1212.09),
C. CALCULATIONS
1. Anchor verification calculations and structural analysis;complying with IBC-2010,
prepared by manufacturer,dated 05/17/10 and updated on 01/25/12, prepared,signed
t and sealed by Thomas J. Sotos,P.E.
(Submitted underpre14ous NOA No. 12-012'/..07)
2. Glazing Complies with ASTIM E1300-04/09
D. QUALITY ASSURANCE
1. Miami—Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to and complying with FBC 5" Edition (2014), issued
by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos,P.E.
2, Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit
corporation, active and organized under the laws of the State of Florida, dated
04/11/14 and filed at the Secretary of State,
3. Statement letter of conformance to and complying with F13C-2010, issued by
manufachticr, dated 01/25/12, signed and sealed by Thomas L Sotos,P.E.
(Submitted under previous NOA No. 12-0127,07)
4. Statement letter of no financial interest, issued by manufacturer, dated 05/20/12,
signed and sealed by Thomas J. Sotos,P.E.
(Submittell un(lei,previous IVOA No. 12-0127.07)
n
-}
Jaime A Gascon,P.E.
Product Control Section Supervisor
NOA No.I4-0908.08
Expiration Date: May 30,2017
Approval.Date: November 06,20t4-
'E—2
6,2014'E-2
Lawson Industries,Inc.
NOTICE CDS+'ACCE,PTANCE: .. ._..E VIDENCS SUBMITTEDD .
F. STATEI' E,NTS (CONtINUED)
5. Notification of Successor Engineer for manufacturer's NOA document per Section
61G15-27.001 of the Florida Administrative Code, notifying original engineer that
the successor engineer is assuming full professional and legal responsibility for all
engineering documents pertaining to the NQA's No.'s 06-0620.17 and 06-0620.18,
dated 05/20110,signed and sealed by Thomas J. Sotos,P.E.
(Subinitted under preplous MOA No. 10-0610.02)
6. Laboratory compliance letter for Test Reports No.'s HETI-02-171#,
HETI-02--171.6, HETI-02-X717, EW-r"2-1718, dated 8/27/02 and
HETI-02-T071, dated 09/16/02, all issued by Hurricane Engineering &Testing,Inc.,
signed and sealed by Rafael E.Droz-Seda,P.E.
(3tibiititted uitflei-pi-eviatis NOA AVo. 02-0501.00
7. Laboratory compliance letter for Test Reports No.'s I+TL-1376, dated 01/31/96, and
FTL-1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc.,
signed and sealed by Gilbert Diamond,P.E.
(Submitted under previous 1VOA No. 02-0501.05)
G. OTHERS
L Notice of Acceptance No. 12-0127.07, issued to La),i son Industries, Inc. for their
Series "Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement-L.M.I.",
approved on 03/29/12 and expiring on 05130/17.
Jaime D.Gascon,P.E.
Product Control Sectiou SuperVisor.
NQA.No. 14-0908.08
Expiration Datc: May 30,2017
Approval Date: November 0G,2014
E-3
THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE
ANCHOR/CLIP ANCHOR/CUP COUNTY APPROVED IMPACT AND N014-IMPACT PRODUCTS.
GLAZING HORIZONTAL MULLION
F RFCTA14GLJIAR M.UMINUM TUBE MULLION
PRODUCT
USING-MULLION PROPERTIES 014
ANCHOR/CUP HORIZONTAL MULLION
GENERAL NOTES:
+
1, THIS PRODUCT HIS BEEN DESIGNED *10 COMPLY WITH c
REQUIREMENTS or THE rLonak BUILDING CODE 2Ot4 EDITION INCL NO
V HICH VELOCITY HURRICANE 7014E (HVIIZ).
R
VERTICAL VERTICAL It 2.ALL GVW2;NG PRODUCTS USED VWdTH THESE DNS MUST MEET. E
APPLICABLE FLORIDA BLDG.CODE REQUIREMENTS LE:WIND LOAD, ER
MULLION MULLION
ti
INFILTRATION, FORCED ENTRY RESISTANCE, SAFECUARDS ETC.
3. MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS,
INCLUDING WINDOWS, DOORS OR COIABI14ATIONS MAY SF MULLED.
GLAZING GLAZING I GLAZING GLAZING J.%11000 BUCK5'af OTHERS,MUST HE ANCHORED PROPERLY 10 TRANSFER
PRODUCT PRODUCT PRODUCT PRODUC]. LOADS TO THE STRUCTURE.
5.ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS
EMBEDMENT TO USE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
Z
6. ANCHORING OR LOADING CONDITIONS Nor sHowm IN THESE DETAILS c�P
ANCHOR/CUP-)
ARE NOT PART OF THIS APPROVAL, L
7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF
WOOD ANCHORS ONLY.
B.LIATERLALS INCLUDING BUT NOT LIMITED T13 STEEL OR METAL SCREWS,
wi THAT COME IN] CONTACT WTHI
W3 0 OTHER DISSIMILAR MATERIALS SHALL MEET
THE REOUIREMENTS OF THE 2014 FLORIDA ULDrCODE -SECTION 26alp-4.
MULLION SPAN
aa
WI + IV2 + V13
_ULLION CLIP NOT ES:
WIDTH (w) G AZ__
—1�.T Ig"ll, BEEN DESIGNED TO COMPLY
WITH TH
N?N
_3E
WATEE
2 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET
2 OF to FOR DETAILS AND NOTES.
ANCHOR/ ANCHOR/CLIP REFER TO SHEET 3 OF $a FOR MAX. MULL DESIGN PRESSURE CHARTS
-ER TO SHEET
RIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER Z a
OF 10 FOR DETAILS AND NOTES.
FHO *.'REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS
3. FOR CUP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS
VERTICAL y\ PRODUCT DUCTI B;
6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES.
� � _11\
MULLION + REFER To SHEET .10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS
r r, d 11;
4
�
GLAZING GLAZING
D
PRODUCT PRODUCT =W GLAZING GLAZING z it
z
PRODUCT PRODUCT
VERTICAL =1 v)!
ANCHOR/CUP MULLION :2
-ANCHOR/CLIP
Wl W.7.
w V12.
IN MULLION SPAN
n�.jldhqj Cndc 08
+
Acmillilllw 110,"— %le
2 0q,
W azlltiu� od_7
I + W2 -m=_+2w? IV7
2
TYPICAL MULLION ARRANGEMENTS
136F, En
.136 TYP.-
Lj4.0]0 dA06 1.732 q N
.115 'n w 4 a
3.Go
moca
2 X 4 ]CAL
STD, TUB CYR 2.G90 a
4.5-vu: FRAIAE p Boo
J o r4
a„ ION 2X ML&LIDN CLIP 1-1
luuk zw X
"coal192
6.0ou -1.1013
0:
NOTCH L. 21 .6 !4
PrIONAL. I X 4 :r.
14L
1 x 3 1 x 3 1 X 2 1 x 2
STD. TIIBF , W o
qSTOJA MULL10i, CUSTOM MULLION0 9
IAULLIOnt 6063-T6 Lusm-uUL"D
COMM MULL101 CUSTOM MULUO) L)
I
6063-Te 6OGJ_IS 6063-To 6063-T6 E_ ?n k
Ixx: 2.070 Ind lxx: 1.000 int lr. 0.050 in! lxx: 0.370 irk lxx: 0.330 N4 rA
FRAME)
BARD TUBULAR STUPES
ALL- I -inplyNi'0110.Lqctma
.125'ALL .4 4
Sxx: 1.035 Ind Sxx: 0.667 Ini Sxx: 0.633 Sxx: 0.370 Tr? Sxx: 0,330 if? In
(IMAGE FRAME) (FIN FRAIAE) ("ICE FRAIJE) (FIN FRAIJE),p TGE
Loy,500-5 1.1.cc !G _L 0
21 N B4
TYPICAL
GLAZING PRaEucr Qy
iiml Dolt.7-mic-clnu
MIN) _T
2.250 -Ima
4.CEQ
5co
4.1300
Ix kluti.10N CLIP 2.9139 JD99 4,000L �� Y a
-To
Lu
I) 1
f x 1; C
MULLIONS CONTAINING "Tn T
PPE MULLI MD
3 E MU1110
u r
T`YPICAI Q.A71NG PRODUCTS —-1 KIM
H CII Gow-jr, Coci-la
epila: I HOR17ONTAI, OR VERTICA L L IL_LX 4 Ixx: 2.070 IXX: 0.950 in! I x: 0.330 lro
STU, TUBE UULLLO' TI)FIE IAMI ION Sxx: 0.633 ni Sxx: 0.3.30 InaSEE WINDOW OR DOOR APPROVAL FOR
FASIEHERS SIZES AND SPACIIIG 60113-70
lxx:.13.28D in! lxx: 2.980 i.1
.760 ini
Sxx: 2 Sxx: 1.490 ini
L
CLIP LENGTH
1151E-MULLION P8_QEE8TiQi oNLY
MULL "L" Mlaucigm,
IMPACT�E
ICTS.
USE CHARTS:910 GPAPIIS AS FOLLOWS.
I x FTIiCSE fjtILLIONS ARE RATED FOR LARGE MISSILE IMPACT
AND CAN BE USED WITH ALL LAWSON'S MIAMI-GAGE STEP I DETERMINE DE51GIA MAD REQUIRED FOR PARRCUtkR OPENtiol. ......
COUNTY APPROVED
IMPACT AND NON-11APACT PRODUCTS
STEP USC APPROVED GLA2jIIO PRODUCTS MELRHC ADD<LOAD mjg-
NOTCH I x 4 3.68 FICOULREILIENTS. %
OPTIONAL 51FP USE UNMMIA 70 UULULGN AS PER PRODUCT
2 X 4 3.688,
N
AFFRUVAL 21
-.1as MIN. Z:*
F 2 x 6 STEP SFECQFY 11VIIIJULl SHILI SPACIIIG. 1. REFER TO THE GENERAL NOTES ON SHEET ri
USING OLVITS ON SHEET 3 OF 10 SELECT JjULLIGII SIZE I OF 10 FOR BUILDING CODE COMPLIANCE.
1. ALL CUPS A1411 ANGLES ARE TO FIT STEP wmi DESIGN RATING MORE THAN OESION LOAD SPECFIED
SNUG INTO TUBE MULLIONS. 114 STEP I AllOW. 2, MULLIONS MAY BE ORIENTED VERTICALLY OR
ANGIE C11 2. WHERE ANGLES ARE NOT FIT SNUGL USING ANCHOR TYPES Off SHEET 8 THRU n AND ANCHOR CNARts HORIZONTALLY.
INTO TUBE MULLIONS, SEE OPTIONAL STEP6 ON SHEET 9,SELECT ANCHDR TYPE VMH DESIGN RATING 3. REFER TO SHEET I OF 10 FOR TYPICAL MULLION
ANCHOR DETAIL AT SHEET 9 OF 10, MORE THAN TNC DMIGN LOADS SPECIFIED III STEP I ABOVE.
ARRANGEMENTS OR STACK CONFIGURATIONS.
pp � L Span
TUBE MULLIONS TUBE MULLIONS TUBE MULLIONS rn
Width w MULL SPAN 1X2 1X3 1X4 I 2X4 2X6 Wldth w MULL SPAN 4X2 1 X 3 1X4 2X4 2X6 Width(w) MULL•SPAN 1X7. 1X3 1X4 2X4 2X8 N
ItD 150.0 150.0 150.0 150.0 154.E B 28.3 01.5 450.8 150.0 150.0 18 - 18.3 42.1 60.5 150.0 0
24 160.0 150.0 150.0 150.0 150.0 24 21.2 61.1 133.2 150.0 150.0 f 24 - 31.5 •15.4 126,2 m o q
I 30 123.0 150.0 450.0 150.0 150.0 30 17.0 48.0 105.5 150.0 150,0 30 - 25.2 36.3 100.8 `''W y F�1
36 1 D2.5 150.0 150.0 160,0 150.6 36 40.7 00.8 127.0 150.0 36 21.0 30.3 84ANi m y w o
42 87.8 150.0 150.0 150.0 150.0 42 34.9 76.1 100.5 150.0 42 18.0 25.9 72.1 04 U P o
T 48 38.3/8" 78.9 150.0 150.0 150.0 150.0 411 74414" 30,6 66.5 95.8 150.0 48 120" - 15,6 22.7 03.1 o e rP n
54 60.3 137.6 150.0 150.0 150.0 54 27.2 50,2 85,2 150.0 54 20.2 56.1 O a
50 61.5 123.9 150.0 160.0 160.0 60 24.4 63.3 76.7 144.2 60 18.2
66 55.9 112,6 150,0 150.0 150.0 66 22.2 4B.d 69.7 131.1 66 18.5 45.9 0 0
72 51.3 103.2 160.0 150.0 150.0 72 20.4 44.4 03.9 120.2 72 - 16.1 - 42,1 �_ $ g
78 47.3 1 95.3 150.0 150.0 150.0 70 18.8 1 410 59.0 146,9 I 78 38.6 m a re a
iD 89.3 150,0 150.0 150.0 150.010 58.3 122.0 155,5 153.5 18 31.6 45.5 126A a N
24 67.0 160,9 150.0 150.0 150.0 24 42.2 420 132.4 150.0 24 23.7 94.1 04.6 k �c
30 53,6 142.3 150.0 150.0 150.0 30 - 33.8 73.6 105,9 150.0 30 19.0 27.3 75.6 �;l WW1 a
36 44,8 118.6 150.0 15D.0 150,0 36 28.1 (31.388.3 150.0 3G 16,8 227 63.2 a
4Z 38.3 101.7 160.0 '1500 150.0 42 24.i 526 -•-75-7- 150.0 42 _19.5 54.2 F E
48 6910"�]
33.5 59,0 145.4 150.0 150.D 40 84" 21,1 46.0 ^G8.2 140.8 40 132" 17.1 47.4 q
54 r 29.8 79.1 129.2 150,0 150,0 64 18,8 •10.9 58.8 125.2 54 - 16.2 421 z z >
i fi0 213.8 71 ifi 3 150.0 150.0 5D56.9 vJ.0 53.0 I 112.7 ! GO - - 37.9 c a
6G 24.4 34.7 105.7 150.0 150.0 fi
15.3 33.4 49.1 1024 I 66 34.6 u a
72 I 22.3 59.3 98.9 139.5 154.4 30.7 43.1 93.9 72 31.8 �[/��(n a
70 20.6 54.7 89.5 128.8 450.0 28.3 40.7 86,7 I 78 - 29.2 " - W w
1B 62.6 150,0 150,6 150.4 150.0 18 37.7 02.1 1181 159.0 ! 48 - 24,3 35.0 97.4 1---
2U.3
'
24 46.9 135.1 1u9.0 150.0 154.0 2A 28.3 81.8 86.7 150.0 I ?st 18,3 25.3 73.0 fi !
30 37.5 106.1 150.0 450.6 150.0 30 22.0 49.3 71.0 150.0 30 21.0 58,4
36 31.3 60.1 150.0 15D,D 150.0 36 18.8 41,1 59.1 143.8 35 17.5 48.7 �' {A $9
42 26.8 77.2 131.1 150.0 150.0 42 10,2 35.2 50.', 123.2 42 15.0 41.7 �L t
48 57": 23.5 67.5 114.7 150.0 150.0 48_ 36' 30.6 44.3 107.8 48 144' - 28.5 �T
( 64 20.9 50.0 101.9 146.13 150.0 54 27.4 39.4 95.8 54 - 32.5
fiD 18.0 54.0 91.7 1321 150.0 60 24.6 35.5 86.3 60 29.2 ]
G6 17.1 49.1 83.4 120.1 150.0 66 22.4 32.3 78.4 66 20.0 _
72 15.6 45,0 76.5 110.1 16D.D 72 20.5 29.6 71.9 72 24.3
70 41.6 70.6 101.0 150.0 7R 19.0 27,3 56.3 78 22.5
18 46.3 133.4 -150.6 150,0 150,0 18 23.5 57.7 83.1 150.0 18 31.9 88.1
24 34,8 100.0 150.0 150.0 150,0 24 19.9 43.3 62.3 150.0 24 _23.3 84.6
30, 27.8 W.0 150.9 150.0 150.0 30 - 15.9 34.5 49.8 136.3 30 - 18.6 51.7
36 23.2 68.7 125.2 150.0 150,0 36 28,6 41.5 113.13 36 - _ - 15.5 43.1 «
42 19.9 57.2 107.3 150.0 150,0 Q2 24.7 35.0 97.4 42 36.9 d $
48_ 63 17.4 50.0 93.9 135.1 150,0 48 108" 21.6 31.1 85.2 48 150 _ 32.3 C u
64 15A 44.5 83A 120.1 150,0 64 19,2 27.7 75.7 54 28.7 ; x
60 40.0 75.1 109.1 150.0 60 17.3 2,1.9 68.1 60 25.8 V z &
66 36.4 66.3 98.3 150.0 66 15.7 22.7 82.0 fib 23,5
72 33.3 62.0 00.1 150,0 72 20.0 56.8 72 21.6 ? a
6
70 - 30,8 57.0 83.2 150.0 71U - 19,2 52.4 78 - - 19.9 �• � �
IIORIZOtITAL MULLION
ctnzntc TYPICAL MULLION ARRANGEMENT
vERncAL PRDoucr ! [L�3
IAULUON �MC11E5 TO HE 0=1OLO °i �p
INSIDE RECIAIACUIM SIUPE e�� •;.;, .•., +I- " _ ��
GLAZING GLAZING a¢ PRODUCTICEIVIBDR •��'6, ;t -'
PRODUCT: PRODUCT a_ MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED
j Ul N w rmnply0u;will)uw Howls
clazlno cLnzwo
PRODUCT PRODUCT G.
'> VERTICALLY OR HORIZONTALLY. 9ng
uildi. Cudc
(INTERPOLATION BETWEEN WIDTHS ALLOWED) ncrg4roNo 8 `
i - •� -
.,
w1 V12WIDTH .(W) = Wi 2 W2 4iaml TENPrudua CLnim
� MULLION SPAN �I
a
.7 4
pf 5
.062J CIL] -7 .6UG1.500
.I96 TIP. .125 .680 a CA 4
12s<= �o r4
—T
- 4000F.
9.000 -T tq
113
1.732 ,07,
44
In-< t5
3.0913 3.000 3.069
2 X 470003.625
e- --i"']
sm. TORE
TTP'1m
MULLION
4.500 WINDOW FRMIE
�
2x LAW914 CLIP 0
A561 102 10
X 3
STD. TUBE_M I
140TCH I X 4 1 x .3
DA140T
ODUAL CUSTOM MULLJ0 51% TUBE ULLION I x 3 CUSTOM M11 Lm
6063-16 U 0063-Ttl cu-Srohl MULLION 0003-78 p 1p
L 6063-70
xx: 2.166 irll lxx-. 2.218 ire.
2 X 6
ISTO, TUE!
MULLIO
Ixx; 4.709 ir�. 1xx; 4.709 In! Ixx: 2.1613 in. I
I---,..Dao ---i Sxx:.2.355 inSxx, 2.355 ink Sxx: 1.445 ln� 1. 1.445 it� Sxx: 1,479 ini! o
(FLANGE FRAERE) (FLANGE FRAME) (FIN FRAME)
STMMARD 7UBI)LM SHAPES moo-
T`IP.WALL-.125'ALL
0
Ly 11 D
,750
TYPICAL
GLAZING PRODUCT w
L�j I-P. 2.000- m
F 2.2508.00a I 1b25 Aja
k�z
G.000 132 S.U.S.
012,D.C. 7Paa .125
iX MULLION CLIP 8000 - 7.W0 1625 IS
C063-TZ
M UJIQI` 41
_L �L!j CONTAIIJING
ILI ILI-\
N N TYPICAL GLAZING PRODUCTS
L
OTC"
0 1 j
CAL HORIZONTAL OR VERTICAGNA
PRODUM'JAHVISED iiy
ILI"Ituplyfunwhiltha Pladda
SEE WInGOW OR DOOR APPROVAL FOR 2 x 6 2 X 4 RuOJinp
c
•SID. TUBE MUI.LION STO, TURF MULLION
6063-113 o",
FAsTrRrnS SIZES AND SPAqING A."
M
'y H
I;
1=19.648 In! fxx: 7.649 in!
Sxx: 6.549 in. Swx: 3.525 in.
CLIP LENGTH RECTANGULAR ALUMINUM TUBE &4L.11.1,10N
ILI ILI -9
wP95TRI)CTIONS
bIULL "L" USING MULLION PROPERTIES ONLY 1111
> - USE CHARTS AND GRAPHS AS FOLLOViS.
I X 2 1.680. w, rjj"
STEP I OPENING, NE .:74�1, ,
I x 3 2,6813' OETERIJUIC DESIGN LOAD REQUIRED FOR PARTICULAR THESE MULLIONS ARE RATED FOR LARGE MISSILE
0 1 ADE
CAN BE USED WITH ALL LAWSOM'S MIAMI-DADS
-;TEP USE APPROVED GLA2114C PRoaucis uEEnun AnOVE LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS]
NOTCH I x 4 3.688' REGUIREMDJTS. I
OPRaHAL
2 X 4 3.698, $
TEP USE CONNECTION To MULUON AS PER PRODUCT
APPROVAL.125 MIH. STEP NOTES
4 2 X 6 5,68B. SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET
11110
USINGCRAMS ON SHEET 5 OF 10 SELECT MULLION SIZE I OF 10 FOR OUILDING CODE COMPLIANCE.
1.ALL CU
PS A140 ANGLES ARE TO FIT -�V�WITH DESIGN RATING MORE THAN DESIGN LOW SPECIFIED 2. MULLIONS MAY BE ORIENTED VERTICALLY OR
SNUG INTO TUBE MULLIONS. IR STEP I ARM.
Ll
AN.I F Cl 1 2. WHERE ANGLES ARE NOT FIT SNUG USING AN TrPES Oil SHEET 6 7HRU 9 AND ANCHOR CHARTS HORIZONTALLY.
.To INTO TUBE MULLIONS, SEE OPTIONAL STEP6 ON SHEET 9,SELECT ANCHOR ME WITH DESIGN RATING 3. REFER TO SHEET I
OF 10 FOR TYPICAL MULLION
ANCHOR DETAIL AT SHEET 9 OF TO. 14GRE T14AII THE DESIGN LOADS SPECIFIED IN STEP I AOOVE. ARRANGEMENTS OR STACK CONFIGURATIONS.
STEEL RCINFORCED TUBE MULLIONS STEEL REINFORCED TUDE WULL10148 STEEL REINFORCED TUBE MULLIONS
Width w. MULL SPAN 1X3 1 1 X 4 2X4 .2XG Width(w) MULLSPAN 1_X3 1X4 2X4 2XG Width w MULLSPAN 1 X 3 1 1X4 2X4 2XG q eP
18 150.0 150.0 150.0 150.0 '- 8 160,0 150.0 150.0 150.0 18 44.0 85.7 150,0 15Q.0 0� z
150.0 iso.0
36 150,0 150.0 150.0 150.0 3G 83.0 150,0 150 0 150.0 24 33.0 71.13 116,8 150.0 m o p
r 50.0 3Q 26.4 57.4 93.2 #60.0
31) 154.6 150.0 150-0 150.0 s0 911-6 150 0 15 '0 150.0 .3G - 22.0 47.6 77.7 160.0
24 150.0 150.0 150.0 150.0 24 1 39,5
42 160.4 154.6 150.0 t5II.0 A2 78.7 _ - 0.0 150.0 42 18.6 41.0 65.6 150.0 ao o
48 30-3181, 160.0 150.0 150.0 _ 150,0 40 74114" 69.7 150.0 150.0 150.0 48 120° 1$.5 36.8 58.3 140.7 0
64 150.0 15P.0 150.0 150.0 54 62.0 134.6
i50.D 150.4 54 31.0 51.8 133.1 m J o N
60 150.0 160.0 156.6 150.0 ^60 55.8 121,2 150.0 150.0 6Q 28.7 46.6 116.8 N N
66 150.6 150.0 150,0 150.0 66 60.7 110,1 150.1) #60.0 66 26.1 42.4 100.9 c b y
72 160,0 150.0 150.0 15c.0 72 46.5 101,0 150.0 150.0 72 23.8 36.9 98.8 w z c
78 150.0 150.0 150.0 150.0 42.6 93.2 150.0 160.0 78 22.1 35.9 92.1
1q 160.0 150.0 150.0 150.0 i8 128.4 150.4 15_0.0 150.0 i8 33.1 71.9 116.6 150.0
24 150.0 150.0 160.0 150.0 24 05.3 150,0 150.0 160,0 24 24,0 53.9 87.$ 16Q.0 1
30 150,0 150.0 160.0 160.0 30 77.1 150.0 160.0 150.0 30 10.6 43.1 _ 70.1 150.0 a
36 150,0 160.0 160,0 150,0 36 64.2 139.6 _160.0 150.0 313 iG.S 35.8 58,4 150.0 I yK E-� �
42 '1550.0 150.0 150.0 150.0 42 65.0 119.5 150.0 150.0 42 30.8 50.0 128.6
40 50-610" 150.0 150.0 150-0 150.0 48 84" 40.2 104.6 150.0 160,0 48 932" 27.0 43.0 112.5 p� -
54 150.0 150.0 150.0 15D,0 54 42-8 93.0 150.0 150.0 54 24.0 3B.6 tOD.O t
GO i60,4 150.0 150.0 150.0 90 38.6 63.7 135.9 "151).0 60 21.8 35.0 90-0 a
G6 147.7 160.0 160.0 150,0 ( 66 35.0 I 76.1 123.6 150.0 66 i0.0 3#.8 81.8
72 135.3- 150.0 150.0 150.6 72 32.1 69.7 113.3 154.0 72 18.0 26.2 75.0 a
70 124.9 150.0 1511.0 150.0 70 28.8 04.4 104.6 150.0 78 16.6 26.0 G0.2 I� w
in 150.0 150.0 160.6 '150.0 18 06.0 150.0 150.0 150.0 1 25.5 55A 09.9 150.0 w
24 150.0 150.0 160.0 150.0 24 64.5 140.1 150A 160.0 24 19,1 41.6 07.5 150.4
'p 150.0 150.0 155.0 150.0 39 51.0 112.1 150.0 150.0 30 15.3 33.2 54.0 138.0 5 _
3fi 150.0 150.0 160.0 150.0 36 43.0 93.4 154.0 160.0 36 27.7 45.0 115.5 �
42 150.0 150.0 150.0 150.0 ( 4'e 30.6 60.1 130.1 150,0 42 23.7 30.5 99.0 !
48 67!' 150.0 150.0 150.0 #50.0 4II 96" 32.3 70.1 113.8 154.0 41) 144" 20.Il 33.7 86.6
fib 137.0 150.0 150.0 150.0 54 28.7 62.3 101.2 150,8 54 18.5 30.0 77.0
6D 123.3 156.0 150.0 150.0 I 60 25.6 55.1 91.1 150.0 60 iG,6 27.0 $9,3 a
66 112.1 160.0 156.0 150.0 GG 21.6 51.0 02.6 150.0 66 15,1 24,6 $3.0 E
72 102.8 150.0 160.0 150,0 77, 21.5 45.7 75.9 150.0 72 22.5 57.8 " r
�78 94.8 150,0 15D,0 150.0 78 19,9 43,1 70.0 150.0 18 20,6 53.3 ti e
18 150.0 150.0 150.0 150.0 18 ODA 131.2 150.0 150.0 #6 22.0 49.0 79.0 150.0 � � 9a
24 150.0 150.0 150.0 150.0 24 45.3 98.4 150.0 150.0 24 18.9 35.7 59.7 150.0 _
_...�_ "
30 150,0 150.0 150.6 150.0 31) 36.3 78.7 =71.1150.0
31) 28.4 47.7 122.6 4
3$ 15D.fl 150-0 ibD.O #50.0 36 30.Z 66.6 36 24.5 36,8 102.2-
150.0
02? r
42 130,5 150.0 150.0 150.0 42 25.9 56.2 42 21.0 34,1 87.6 d $ o
48 63". 114,?. 154.0 150.0 150,0 46 100" .22.7 49.2 40 150" 18,4 29.13 76.0 x
54 101.5 150.0 150.0 #50.6 64 20.1 43.7 54 16.3 2$.5 $8.150 91,3 150.0 160.0 150.0 60 18.1 39A 60 - 23.9 61.3
$G 83.0 150.0 150.0 150.0 6G 16.5 35.8 58.1 147.0 66 - 21.T 55.7 z
72 78.1 142.4 150.0 150.0 72 15.1 32,8 53.3 134.8 72 - 19.0 5t.1
78 70.2 131.4 150.0 750.1 �7D 3R.3 49 2 124.4 78 - 18.d 47.2 r
tt5xa5rrcu uutuotl
_ L MULLION ARRA14GEMFNTS
^`GIdZINC YPICA •• -i
PRODUCT
3 m� -•
YUEUtiu10GII1. ..LMCIIES 10 BE WSCMUE0 � ..•;' r` 4 �.
_ It4S10E RECTA3IGULM SWWE
d� NOT ' PItDDi1Ci'REVISDD tiy,� in ''��•~�~;• fw
an?R:C CGM a MULLIONS RATED IN THESE CHARTS MAY 8E ORIENTED m-1144ylnikw0h11mFloddn SS r -
FR50UC5 PRGOUCr a
N D¢l1J1111(Cpl3• -� cG1
VERTICALLY OR HORIZONTALLY.
� ��
Gurtxc stnzutc INTERPOLATION BETWEEN WIDTHS ALLOWEDt ncrc33+1m1 n o
PR00UCT PR0ouct ( ! P� 0t7ot o 2a�. � � :'';.^.^�;�:---•-'
WIDTH (W) 141 + w2 °ian,lr a�P,oann couu i
Wt W2 I MULLION SPAN � 2 �
A
5/10'IAPC0145 5/16`TAPCONSMIN. EDGE DIST.
YO
1 1/4" MIN. 1-1/2- N.WOOD PENETRAMOtt 1-1/2-14tH.WOOD PENEIRARON 2-3/16" CONCRETE OR
EDC DEBT. 2 PER CUP(i pH EACH W10) 1 PER uIGLE 4" OLLOW BL CK 5/16-TAPCONS 5%I 5
1-714'Nett,FU8£D tHTO 7.10.50NRY 1-314`141H.EMBED INTO IAASO?IF
APER CLIP(2 Otl H VAl1G) 2 PER utCLE _—
I N � � / � .. , I ��,,,Z .I t t.� t"�a Z I I,• '� ,p y� ❑+
1 1 2� I t - .'_ T. -*,• r t� •I.tl• ui a w C4 a.
IF
1 W N
2 x 2% R' 2 7/16" 3i i i t S Q O
o
..«______.., IX tLOAiltiG CUP 1 I ALUM AN _ y
�y 1 I 2 Err I I U I BY 1� i..`` �f f 2%2 X 4/0- 1
WOOD SUCH I i i t ------_-..__ WOOD BUCK �� l IX SSUSnNO COP II t ALUM ARGUE
1 1 I ! N Lf
r I
3/4' 1alro. `+� `ANCHORS TYPE '0' PINTO BLOCK u F
EDGE DIST. 5/16 uR&RON rh
1-•1 j2'tans.w000 PENEitiAnON
1 PER N1cE ANCHORS TYPE. 'G' (INTO CONCRET W
A CLIPS AND ANGLES TO FIT SNUG d ANCHORS THRU 1X BUCK w
INTO C014CRETE OR BLOCK {� o
'„•,�' )3iT0 BE MULLIONS. 1"x4" & 2"x4" MULL
TAPCON�-AY BE HEX OR FLAP HF.AO. [[0A
I I W
MIN. EDGE DfST.
t 1 1 2-3/16" CONCRETE OR
1 i 4' HOLLOW LO[K 5116'TAPCONS 5/15 ur-calls t�
i S I i *- t -UR),EUDED INTO LLASONRY 1-3/4`14111,ETABED ORO UASOURY f1
1 l 2 0Y I f 2 X:X 1/0' PER CUP(1 Olt EMJI Y/1NG) 1 PER NIGLE
F_........____� ty.00 BUCK I I AW11 N1GLC 1 1
i ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS.ARCHOR LOCATIO14 TAPCONS MAY BE HEX OR FLAT HEAD.ANCHORS TYPEiA'2 ANCHORS INTO WOOD
IR ` 2 x 2 x �0-W000 SUCH l 1%FLUATIHO GUP, I 41111144 ALUTA AtIGL� ti rq� r❑y
5/16-TAPCOtts 5/i6'TAPcoas I i I i
1 1i4" t.1tN, 1-t/2-YtlN.e7OGo PENEWTIot1 1-1/2-Lott.vlpoi ,
1 1 t 1 I W W
E GE OI 4 PER CUP(2 011 EACH WINO)
_ ANCHORS TYPE 'C' {INTQ BLOCK K
i 1 = ANCHORS TYPE 'E' {INTO COfitCRETE}
2 ANCHORS THRU 1X BUCK tTTTtrAlrr
(e INTO CONCRETE OR BLOCK
K 1 1/4" MI i i �
FLOAtII/G CUP 1 t� ALU4{ANCLC P 1 '�•^ _ '»
r .
....__---_-__-- u
! ! 2 BY It PR{}7}UC'1'R6VtSBD " •:• t y 1 "-f'
C4 WOOD SO= i 1 j n.rumplylOg lrill1111L)1laridll p%"' - ';`�:
1 I t r----------T Bu"""SC6d_ o
i t i i Ampllul. � _"7 �� C7-t✓� � 'T ;•
l/ 5 •'t1ti�
ANCHORS TYPE '8' ALSEAIUTE }j,,� uucuutro �.;f;:a;,.,,•:::•...,
d ANCHORS INTO WOOD uICODR LOGln01T ¢�
MIN. EDGE 01ST. 5/16-TAPCONS MIN. EDGE RETE ,s
I 2-3ji6" CONCRETE OR
2-•3/16" CONCRETE DR 1-3/4'IAN.EMBED IWO MASONRY 4' OLLOW BLOCK 5/IB"TAPL'UNS
4' HOLLOW HCO 2 PER CLIP l ON EACH MUG) 5/16'TWCGIIS sJt6'urwxs
3 1 A 1-3/4'MIN,EMBED BITO LuSONRY t-3/4'Mwr.CMOEO INTO MASONRY 1-3/4'MBI.EMBED IIITO MASONRY o q
F1.IN. 1 PER U4GLE 3/4 4 PER CUP(:ON EACH YANG) 3 PER v7cLE u, s
MIN. .:,.� _ m y z
.< _
M
o-
•1 I a...
t
.N1 «-tet. t•
"7^ t�
'1.
••I' 1
^nT
T•.
—��:••.. En
I,•I lol, t�M I M -
ui
I I 11
44
1 1 cnNrnETE GB CEMENT ainDCK -
;_; CEMENT BLOCK { 2 x 2 x tfn' i i x 2 x B'
CONCHME OR _ `—'
--------- CNCIR DLDCIC -- - _. I,1 ALU61 ANCtE: - 1 -• ___... ... _ - I A1N1 NIC p
'N
I, FLOATING CLIP N j 7/16- 1 ELOATNIG CW i j 1 7 yG
t 1 t I 1 MIN.
MIN.
MULL MULLy ' 4
-� ,•�•' �1 ,M� ANCHORS TYPE 'i�' (INTO BLOC \•�U3 a
ANCHORS TYPE 'C' (INTO BIOCi< �W �
e i ANCHORS TYPE 'F' (INTO CONCRETE ANCHORS TYPE 'G' INTO CONCRETES I
2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 1 ANCHORS INTO CONCRETE OR CEMENT BLOCK C�
' I,.xt,. 61 2°x4^ MULL uI w G
ALTER}R L r.
1 i N7CIInB IOCADUN MULL
I RDAIIHO CUP
I r-T ---___--_--
CONCREIC OR
�I 1 *t I I CE1,lElR flLDCK 1
1� I
S
t :Y••.7 ' ?`fit , • t+ a • ' ^..�.�` S,•' .I • rI1• • [J
I S/16 GPCnt15 I - • .i t„1 z ` i P _ •I• r
! !-3/4 MIN.FtABE6 .l''.�•1•... '•1 '� Y"
INTO 11450t1ffY 't• � • � a 3
2 PER CLIP
(I Oft EACH YRRG) 5/15'TAPCU175 (((
1-3/4'MIN.ELIBED TIRO MASONRY '
i t 2 tZ SL1S PER A:ItlLE 4 PER CUP(2 Ott EACH M140)1 _ f�
i 7 1 I J
' }
II ` ALL CLIPS AND ANGLES TO FIi SNUG M ..._ f•ti,','-• �''/"_
INTO TUBE MULLIONS, C •
,. TAPCONS MAYBE HEX OR FLAT HEAD..
'I' -••x ,I _. - 1*ROI]1(CT RISVISGD '+��. �•,.;- 1"
'. _ 1' mromplFlnl;wnpNmlIW1LIa /�''� �ou;ti.,`\..;,.
'•'•ti.+, y I '. `v tluiid{RgCede �{
CLIPS OR A)4CLES CONNECTED pIRECT�Y TO MASONRY TO BE PROTECTED prCp�llpACUNU3 j4 ✓ / �^ � � �'��' '
z WITH ALKALI-RESISTANT COATINGS,ISUCH AS BITUMINOUS PAINT OR [�iitcil5}iDnlcE I2G� w
WATER-WHITE METHACRYLATE LACQUER. _-_• Y V �r �' I � °' '' ���
5/16'TAPCONS 1-3/4"MIN,EMBED Mlaml x6detmdsct > `
IRTO MASONRY- 1 PER AUGLE
MIN. EDGE DIST.
2-3/16" CONCRETE OR MIN. EDGE DIST.
4 HOLLOW BL 1 0 K 2-3/16" CONCRETE OR
3-3/4' 5/10'7APCO14S 5/10-TAPcaus
4 HOLLOW BLOX 3
MIN. 1-3/4"MIN.CUBED 11410 MASatIRY m
4 PER CUP(2 ON EACH WING) MIN. 1-3/4-MIN.CUBED INTO MASONRY
4 PER CUP(2 Oil EACH WIND)
0
2 t" z 0
CLIP LENGT m'U Ea
MULL_ C)iR
S
2 X 4 3.688,
a x 6 5.688I
o
2X6 MULL s/lcr,TAPC 115 WOOD BUCK
1-3/4 EEO ORO jAscuRT 2XG HULL
----------- -------—------- 4 PER CUP(2 EACH YANG)
5/16-'TAPCONS
1-3/4'MIU.EMBED INTO L(kSofirly
4 PER CLIP(2 CM CACII vfiftG) F4
MIN. I
1 3/4" tj
3/4" MIN. 4
V7\
O -1)11 MULL
7XG MULLCLIP LENGTH 2XG IJULL V) z
I------------- MULLcj
N- ------ 2 X 4 3,1598' -------------
C)
2 X 6 5,151113'
A 7 Lo .
It-
B UL'
IN.
ANCHORS TYPE 'E' (INTO Q OCK)
11/16- ALL CLIPS A140 ANGLES TO FIT SNUG
INTO TUBr MULLIONS. ........
ANCHORS TYPE 'E' (INTO BLOCK) LUQ= WEE 11' ONTO CONCR(E-
JTAPCONS MAY 13E HEX OR FIAT HEAD. JE') WOOD uu&
4 ANCHORS THRU Ix BUCK
.ANCHORS INTO CN TYPE 'H' (INTO CONCRETE) CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY To BE PROfECfEjI 0 CRETE OR 13LOCK
2'XG'MULL SHOWN
ANCHORS INTO CONCRETE of BLOCK WITH ALICALI-RESISTANT COATINGS, SUCH AS,61TUMINOUS PAINT OR
2'X5'MULL SHOWN WATER-WHITE METHACRYLATE LACQUER,
ui cc=
as N Cil
PRODUCTURVISHEI
A
a
MIN. EDGE DIST. a/fa*TAPCORS
2-3/16" CONCRETE OR 1-114"MIN,EUITED INTO MASONRY .3-3/4' CLIP 12-TqGTff—
to Q
4" HOLLOW 8L0 4 TOTAL(2 OR EACH WIND) MIN, W
MULL Lu
C3
I x 2 1.69B,
z
I x 3 2.61391 to
I x 4 31608,
H) .2 X 4 3.6881
to
42,
2 -7/1 G"
L CLIPS AND ANGLES ARE TO FIT :z
W 2.6 1+a11 1 3 INTO TUBE MULLIONS 0
11 ALUM ANGI. 21. WHERE
\— 2 x 2 x P" SNUG I
L ANGLES ARE NOT FIT SNUG :2 a.
t-..,. 1-1 L INTO TUBE MULLIONS, SEE OPTIONAL
4: ANCHORiDETAIL AT SHEET 9 OF 10.
9 14 S.M S
CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED TUBE MULUDII
WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR
WATER-WHITE METHACRYLATE LACQUER.
----— --------
MIN. EDGE DIST, Q)
2-3/16" CONCRETE OR
4 112 F.H.S�UM
2 SME
1/0'THICK ALUM Ct It 1.
LENGTH TO ITT St r
TUBES RAY BE NOTCHED It BULL it IVUE MULLION
AS NHON11 10 ALLOW IRSTALLATIDtf NJ
Or CUP AllOtE
LOCATION is CONNECTING CAULK JOINT AFIfR X%EIASLY
ANGLES TO TUBES WHERE ANGLES Fit SUS
ARE NOT FIT SNUG INTO TUBE P CUP
t I ACCESS HOVE U111,
?-D (D
-j
3. ----- ----
Loi
5/16,TAPCONS
114'U"-/ X
1-3/4-1,1111.EURED INTO WSONRY 4 PER ANtti,
2 PER ANCLE
p ------
2 x 2 x 1/8- --<Hir SCREW CAII BE 1 1
ALUM All= 114STALLEO IN FISHER-I ni sus I
O 2 PER CUP
DIRECTION I"B.C.JAN. 1 3 2 27
y y X 2-X I/a-(TO
X Z'X 118-FOR 10Y TUBE
R(2ny
3/4 ALUM Anal.
CUT TO FIT SNOD INSIDE TUBE
tq
ANCHORS TYPE 'I
L L
"A" "y
2 11
,LBB'1*I
2,_1.1 T��-E
I IT SNU.
B.L�Klk,
77_
METAL TO METAL CONNECTION EN
FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION
USE CHARTS AN
*6i
manuCTRAW1501)
E
3-3/4- INTO TUBE MULLIONS
MIN. ALL CUPS AND ANGLES TO FIT SNUG
�uxo/ C,
TAPCONS MAY BE H& OR FLAT HEAD.
1 3/4" OPTIONAL ANCHOR DETAIL
MIN. ANCHORS INTO CONCRETE OR CEMENT BLOCK
............................. ��3BLiSoG� E3 �uUe �Sdsk w-
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