HomeMy WebLinkAboutProduct Approval (4) 7ECIVED
6 "19
MIAMI•DADE ST. i_ nty, Permitting
MIAMI-DADE COUNTY
I,'LAUUM PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
CE OA www.miamidade.¢ov/economv
Lawson Industries,Inc.
8501 NW 90 Street FILE
Medley,FL 33166 COPY
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section
(In Miami-Dade County) and/ or the AHJ (in areas other than Miami-Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this
acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocily Hurricane
SCRIPTION: Clipped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcement—L.M.I.
APPROVAL DOCUMENT: Drawing No. LAW-ML-1001 Rev D, titled "Aluminum Tube Mullions" sheets 1
through 10 of 10, dated 04/27/10 and last revised on NOV 21,2017,prepared by manufacturer, signed and sealed by
Thomas J. Sotos, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of
Acceptance - n Product Control Section.
SILE IMPACT RATING: Large and Small Missile Im act Renis
Limitations:
1. See Non-reinforced mullion tributary width(W)VS span and type in sheet 3. See reinforced mullion tributary
width(W)VS span and type in sheet 5.See mullion types and properties in sheets 2 &4.
2. See clip anchors type selection in sheet 10 and installation in sheets 6 thru 9.
3. Lower design pressure of the mullion and/or glazing product may control for the entire assembly and to be
reviewed by AHJ.
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.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be
done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 17-0222.13 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as
approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda,P.E.
NOA No.17-1212.24
MIAMMADE COUNTY Expiration Date: May 30,2018
�Lu..s...,
Approval Date: February Ol,2018
��� Page 1
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted in previous files.
A. DRAWINGS
1. Manufacturer's die drawings and sections.(Submitted under NOA's No. 02-0501.05& 95-
1212.09)
2. Drawing No.LAW-ML-1001,titled"Aluminum Tube Mullions", sheets 1 through 10 of 10,
dated 04/27/10,with revision C dated 02/16/17,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.
(Submitted under NOA No. 02-0501.05)
2. Test report on: 1)Uniform Static Air Pressure Test, Loading per FBC,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 08/27/02, signed and sealed by Rafael E. Droz-Seda,
P.E.(Submitted under NOA No. 02-0501.05)
3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94.
2) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of 120" span aluminum tube mullion
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. Droz-Seda,
P.E.(Submitted under NOA No. 02-0501.05)
4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94.
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-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.
(Submitted under NOA No. 02-0501.05)
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 aluminum sliding glass door,
prepared by Hurricane Engineering&Testing, Inc., Test Report No.
HETI-02-1717,dated 08/27/02, signed and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under NOA No. 02-0501.05)
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. FTL-1376, dated 01/31/96,
signed and sealed by Gilbert Diamond,P.E.(Submitted under NOA A'& 9S-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"span mullion and a 45"high fixed window on top,prepared
by Fenestration Testing Laboratory, Inc.,Test Report No.FTL-1383, dated 02/13/96, signed
and sealed by Gilbert Diamond,P.E.(Submitted under NOA No. 95-1212)
ish q i.Chands,P.E.
Product Control Examiner
NOA No.17-1212.24
Expiration Date: May 30,2018
Approval Date: February Ol.,2018
E-1
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-2010,prepared
by manufacturer, dated 05/17/10 and updated on 01/25/12,prepared, signed and sealed by
Thomas J. Sotos,P.E.(Submitted under NOA No. 12-0127.07)
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,complying with the FBC 511 Edition (2014),dated February
17, 2017,issued, signed and sealed by Thomas J. Sotos, P.E.
2. Statement letter of no financial interest, dated 05/20/12, issued, signed and sealed by Thomas J.
Sotos,P.E.(Submitted under NOA No. 12-0127.07)
3. Laboratory compliance letter for Test Reports No. HETI-02-1714, HETI-02-1716, HETI-02-
1717, HETI-02-1718, 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.
(Submitted under NDA No. 02-0501.05)
4. Laboratory compliance letter for Test Reports No. FTL-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 NOA No. 02-0501.05)
5. Letter from manufacturer requesting a 1-year extension to allow time to perform verification
test, dated 04/07/17, signed by Nelson Erazo.
G. OTHERS
1. Notice of Acceptance No. 14-0908.08, issued to Lawson Industries, Inc. for their Clipped
Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I.", approved on
11/06/14 and expiring on 05/30/17.
2. One year approval, subjected to successful verification test.
2. New Evidence submitted.
A. DRAWINGS
1. Drawing No. LAW-ML-1001 Rev D,titled"Aluminum Tube Mullions"sheets 1 through 10 of
10,dated 04/27/10 and last revised on NOV 21, 2017,prepared by manufacturer, signed and
sealed by Thomas J. Sotos, P.E.
Note: This revision consist of editorial changes of FBC 17(6'h Edition)code compliance.
B. Test
1. None.
C. CALCULATIONS
1. None
isliaq I.Chanda,P.E.
Product Control Examiner
NOA No.17-1212.24
Expiration Date: May 30,2018
Approval Date: February 01,2018
E-2
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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 FBC 2017(61 Edition) and"No financial interest"dated
11/17/17,prepared by the manufacturer, signed and sealed by Thomas J. Sotos,P.E.
2. Letter from manufacturer requesting a 1-year extension to allow time to perform verification
test,dated 04/07/17, signed by Nelson Erazo, Senior Design Engineer(Submitted under file#
17-0222.13)
G. OTHER
1. This NOA conditionally revises # 17-0222.13,expiring 05/30/18, subjected to successful
verification test.
sfnF � •���
Ish q I.Chands,P.E.
Product Control Examiner
NOA No.17-1212.24
Expiration Date: May 30,2018
Approval Date: February 01,2018
E-3
THESE MULLIONS ARC RATED FOR LARGE MISSILE IMPACT u
AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE y
ANCHOR/CLIP ANCHOR/CLIP COLNTY APPROVED'IMPACT AND NON-IMPACT PRODUCTS. c
GLAZING HORIZONTAL MULLION I 0 0
PRODUCT3 RECTANGULAR ALUMINUM TUBE MILLI N e; y
ANCHOR/CLIP HORIZONTAL MULLION N GLAZING USING MULLION PROPERTIES ONLY 3 0
3 PRODUCT 3 — Noe o m _
% + N ENERAL NOTES:
_ o
N 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPI Y WITH THE an 40"� z
3 3 REQUIREMENTS OF THE FLORIDA BUILDING CODE(2014-5th Edition A 2017-6th = on
+ n Edition)INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). Z O Z x
VERTICAL VERTICAL 11 2.ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE W x z o
MULLION MULLION 3 APPLICABLE x FLORIDA BLDG. CODE REQUIREMENTS LE: WIND LOAD, WATER m f o_ ] V o
3 INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. a c j
II 3. MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS, J z S
GLAZING O = N INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MUL_ED
.
GLAZING GLAZING I— GLAZING 3 Z W it
PRODUCT PRODUCT PRODUCT D H PRODUCT 3 4. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER y 5 z 3
3 LOADS TO THE STRUCTURE. t F
I- 5.ANCHORS SHALL 8E AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS U F w
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. U
ANCHOR/CLI D Z `t 7 Z
6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS H 5 Z x
ARE NOT PART OF THIS AP=ROVAL. O 6 I
7 A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF r O a
WOOD ANCHORS ONLY.
I (V/1, d
8. MATCRIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS H Ttl j
Wl ,' W2 W3 THAT :ONE INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET j I <i
MULLION SPAN �LJON SPAN THE REQUIREMENTS OF THE FLORIDA BLDG. CODE - SECTION 2003.8.4.
.MU
WIDTH (W) = WI + W2 + w3 MULLION & CLIP NOTES
2 a
1. AOR M'-1110145 WI HOUi REINFORCEMENT REFER TO SHEET
2 OF !^ FCR DETAILS AND NOTES.
ANCHOR/CUP ANCHOR/CLIP REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS
HORIZONTAL MULLION 2. FOR MULLIONS WITH SIEEL REINFORCEMENT REFER TO SHEET y N r n ?
4 OF 10 FOR DETAILS AND NOTES. m mo {a \
REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS ° 8
GLAZING W W
PRODUCT ; 3. FOK CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS
VERTICAL s' ;
MUll]ON 6, 7, 8. & 9 OF 10 FOR DETAILS AND NOTES. -
+ "
+ P REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS S d 4
t 1
y^ + of
z
GLAZING GLAZING Oz v m
PRODUCT PRODUCT �� GLAZING GAZING n .y ,g o z
PRODUCT PRODUCT o z N ,
j(((
�(L 3
VERTICAL D N u c
ANC HOR/CLI M U LLION '^QOUC r RCvism
ANCHOR/CLIP O 1—pb*MITI aw n sfi
3 P
AIs No 1"1-I21Z•Zy
I w2 FMaraWw B�tr MA 2e 1$ y e°` -�•
lsl.. VrlrU..�,� F ''"N
•
W c—
MULLION SPAN o' n
WT + W2 WIDTH W wt + w2
TYP CAL MULLION ARRANGEMENTS
a
0
1490
L 125
u
2
.156 TYP. -.1, h ..
rr 062 C
1.405 3.000 T 1.500 X62 H 40 h h
A00 4-000 1.7u .125 0,� V Z
]1,00 3.062 0 0
O
L � � 3.000 .IfS R�O In
�1 11 1 O e
2 X 4
TYPICAL 2.000 1 1.7]2 2.062 ;4 y
I----4.500--.! STD. TUBE WINDOW FRAME I 2.000 Z>- o )! V] y
2X MULLION CLIP - � 1I N w= Z 0 U o
6063-T6 T I 7-- I - I
.19eJ .m2 `I.o00�1 �J ! .tot .1561 .078 j a I
NOTCH •L' 6.000 1.062 1.IBB I-L062 1.188 L1D62 j vi
� OPTIONAL I STD.xTUBE 1 X 4 1 x 3 1 X 3 1 X 2 1 X 2 a R
MULLION CUSTOM MULLION TOM M u I QN CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION V 5 f
6063-T6 6063-T6 6063-i6 6063-T6 5063-TG
Ixx: 2.070 in4. Izx: 1.000 in'. Ixx: 0.950 in: Ixx: 0.370 in4 Ixx: 0.330 in m
o Sxx: 1.035 ins Sxx: 0.667 ins 3 3 rn
0 0 L .__2A00� Sxx: 0.633 in. Sxx: 0.370 in Sxx: 0.330 ;n. �( v 0 £
o (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) ��1
I STANDARD TUBULAR SHAPES -- . O• 7J
TYP.WALL - .125'ALL r`2.000� J a_
ALLOY- 6063-T6 QUCF 0.EVISF9 q(�f p C -0
.50I� r1A00-{ .125 116 �i*Ib106�'6f6i, W c U
I TYPICAL I I O`CO& u h
GLAZING PRODUCT t No\ -(7__212.2-
.124
2-.t24 I--1.000--I 8e4c�f►_�n`f'Toe J
.125 ^�� E' V
1.000 2.000 C6nhd V) j
2.000 .125 2250 � 7_1
E
���JJJ -r1.�D14000
.I 6.000
.125 I 3.000
4.500 2-000
o
[T
1X MULLION CLIP zo0o 3.000 4Aoo 4Aoo I 5P Is o o \'
6063-T6 L m ..
MULLIONS CONTAINING 1 X 4 1 X 3 1 X 2
.L.� •L.�1 STD TUBE
UB M I ION STD. TUBE MULLION STD. TUB MULLION
NOTCH TYPICAL GLAZING PRODUCTS i o N
C =2 . 6 6063-T6 6063-T6 6063-T6 5
OPTIONAL HORIZONTAL OR VERTICAL LL 2 X 4 Ixx: 2.070 it Ixx: 0.950 in`. !xx: 0.330 is 5
STD. TUBE MULLION Sxx: 1.035 ins Sxx: 0.633 ins SIX: 0.330 ins r $ N
o 0 SEE WINDOW OR DOOR APPROVAL FOR STD. TUBE MULLION
FASTCNERS SIZES AND SPACING 6063-T6 6063-T6 rc
0 o Ixx; 8.280 in: Ixx: 2.980 in I i _s` .g = 2i o
Sxx: 2.760 ins Sxx: 1.490 ins
CLIP LENGTH
RECTANGULAR ALUMINUM TUBE MULLIONS a a; }
\f MULL L INSTRUCTIONS: USING MULLION PROPERTIESON
USE CHARTS AND GRAPHS AS FOLLOWS. 1TI:I0'2 •
I X 2 1.686' THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
STEP 1 DETERMINE DESIGN LOAD REOUIREO FOR P,RnCULAPI OPENING. AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE 4'-•
1 X 3 2.668' COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS.
STEP 2 USE APPROVED GWING PRODUCTS MEETING ABOVE LOAD L
[NOTCH 1 X 4 3.688- REOUIREMENTS. 1j {`:•�• ,5 .. .'-'��j
OPTIONAL 2 x 4 3688 STEP 3 USE CONNECTION TO MUWON AS PER PROpUCT
A OVAL
P 4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET m
az5 MIN. 2 x 6 5.688Eio
2=0 1. ALL CLIPS AND ANGLCS ARE TO FIT T p USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. oai�d• `.'_�� I
L �WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
SNUG INTO TUBE MULLIONS. IN STEP I ABOVE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR Fd�*
ANCLE CLIP NIU TUBE MULMERE ES AREI EE OPT ONAL NOT FIT G STEP USING ANCHOR TYPES ON SHEET 6 T'IRU 9 AND ANCHOR CHARTS HORIZONTALLY, z , .........
6063-T6 EP 6 ON SHEET 9,SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION 6 •.p" STI -
ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. E
0
n
ai.R 8i is liclillift Im`6'w"m m id IsHic&lit 16'i
£ ffiZ.R'Re
�z br r`:.ova•s Noe_. to
I CD A° IP
b
I
NC� € wn
��9£i41mF-T
WKS
m W +W w(N C Alm m U LJ m m O tJ iv W V7 (T iv til 0] N
(� pp NN (p�r(O�r (p�r(p�r(p�r{D.
OI$A O V Or O g " f0 A O V O g(T O A -Va fV0 ffi s m N O O w W N W r 0 0 0 0 0 0 X
�, MULLION bD in A O U O N �I C G p m o+o G U H G�r W N G�r cr i.) G o W)N br i0 m o G G G G o W e
``JDRiSi�8138N,`bibg ��PS�3e �15f5t5$ffiffi8�rnQ3G�i`b f3 f5$fSl�YiYi`bF5 `e4$i� X
mm W Ab W IV 000 m041,V m V �GCO O prb V W NAOC O O GOC 0000000 A Z
pC `♦♦�� ON W N NmNN O+N W A()l VrN(TU N NW NN ocN V1 N pp Tom Nr Ttop ptoN(n
p mop+Qo000 Qon)pro ooQoomb000QoQQoo 0000 ooQ Q000 X
00000 00 OG O 0000 O COO A
-
z p + + N
V CT N m T U!r U tT N N fr U N U m N m N W Ln U U N th m m[h U U N U N W T U N N m Ln N N(h W X
V O O O O Q O O Q o o o O Q Q o 0 o O O O O O 0 0 0 0 0 0 0 0 0 O o O O Q O O O O O O O O
g �� ooGGoGGooGG000GGG0000a000000000GGoc000000000T
rL
' � O6 N T 8 A �N W O�m OD N W�A m lJ W�•CO CDN CI O A m Or O�m m N Of O A OD lQ T O A m 7
C
W1 WI i'S A O G N O A N G 3
i lNn> v w h C
N
RL N
n Z
O ?. CION VW VQII. � �VN
�[
-i 31 Sr A C
O D r
O a
'.I Z A0 dim O
O o N N� N{� �r N N ��♦rr��..rr p
m0 Z dd
m �' AiT+myD� m N DD O)tJ �I fJ fC m +D, N W C A IV A N CD m J tD+N W
Tl m
V + 'I Z m Z 1ti1
ti ZDV
c') N�oo'la9Dk'$tJ' mP3C3�'^�l8ln=$� RSd$'Y38r $$r�" f3b$ffiolffi$y++f5icc
rn
j n 3; V W N C)V m T W J O U A ODA m N-�W Q + fJ V A a N 0 0) ins
O 0 O A A W IV D7+ m In N O A r
D Z Z
r ; IUW V m V4 0) 00D PW-
� WbI kN.)fJr�f$il 0s0? CPA in
cabich�b AO OW ffi v�m N Co 000 A N
�'0f 01 N V (N(JJ W O O O w N(J N O O O o O Q O O A 0 0 Q 0 0 0 0 X
c; 66 W b�'W m m N OD 0 0 O V b A
OW)o 0 V N m 0 0 0 O O T fJ + N 0 0 0 0 0 0 0 T
z
zrn
.�tt pprr qC� yr(�.fr VV �Crr g q yy p y�r �Dr pp�ppr(C�r A�a p �,rr yy�t�rr pprr CC�r yy��y y tt��D G`�
O CDN O/ A N T O m m N Cr O P CD N T O A OD CVD N T O A OD N T O A m m N T A OD N Of O m J
f
O A N G W
D
z
,X
{Q3QOR� 1 N
' r m
Nr�
S N m rY Nm t�. + to OD Ui�N X C
IV W (J OD O �4 m m 0 O IV rr+ p f
r
N N y O
In CD in V�Ol i;:748 U� m� ♦�t�i �i�U� k
T64)6 Otn 6 O N+N V 4D Lh +v, N)a-tb w u.%
fn A
NOMAS J. SOOSao^1hd 2t ki iid p,&) f3�a348 f$bt ;$i6' m �3,k"3r'�9f�8iNYR 0'N, SS'.1A) !�}£8.1� &ornox
PRO ONAL ENGINEER jp N N m V W b +�l im+ N 4f m IJ tJr Gr V V
PL C. # 55225
Itwl.iea MN.a• TT ((''may 7� T
No CYa this sheet T /' W \ ' O /\/
L1[�JL WSON`7/ 8501 N.W. 90 ST.
r - Revi etl onte for the FBC-200 MEDLEY, FLORIDA 33166
H 5b225 1V u -r R I PH No. (305) 696-8660
f� C. Comgionca r/FBG SU Eolion(2014)
Z/ 0.Cemprcnca./FBC 6th Eai6on(2017) MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS
5
TE ` ' .e. N. PUZO am o ALUMINUM TUBE MULLIONS
''�� P.1`•' '•V'�. s.w.tiry. N. ERA20lla/w0~1/at7 UNREINFORCED TUBE MULLIONS DESIGN PRESSURE CHARTS AND GENERAL NOTES
s
,rtJ 4—L. aar: want a p..,..a..,w.: wnwos x.s.D..:
DATE"
I•.• .4��� 0 LAW-ML-1001 s— 3 or t0 c
690
L _ .125 1.003''II
.06 F.3122
.156 . �II 1.00
.15 1
TYP. 300 h
u
r�2688
.125 . F
F .125 b 0 O z
3000 FlI 004'i 1.732 14
14 n,
rn
2 X 4 x.000 3.625 3.000 3.2.688 3.000 3.062 O¢ O O G
T T
TYPICAL 3i O M Z
�x.50D---moi WINDOW FRAME Z) a
MULUO
2X MULLION CLIP J I o o Z Z O z
606J-T6 2 X 6 _188 I .102 .156
�1A00�1 m a W o
A {I-1062
NOTCH •L• \ 6""D T 1 X 4 - STD TUBE MULLION 1 XB3 j s
�•L' OPTIONAL M4N 1 X 4 STD. TUBE MUL ION 1 X 3 6063-T6 2 I
CUSTOM MULLION �- CUSTOM M I ION • z
6063-T6 606]-T6 CUSTOM MULLION 6063-TG j OD r4
6063-T6 e E�-
Ixx: 4.709 ink Ixx: 4.709 it Ixx: 2.168 in: Ixx: 2.168 is .x vi
Ixx: 2.218 In.
I Sxx: 2.355 ink Sxx: 2.355 in3 .3 Sxx: 1.445 in� 3 F zo
o V-2000� - Sxx: 1.445 In. Sxx: 1.479 in. a F-
o (FLANGE FRAME) (FLANGE FRAME) (FIN FRAME) �+ W
STANDARD TUBULAR SHAPES ® 0' m
TYP.WALL- .125'ALL 2.000 co
ALLOY. 6063-T6 1.580
.750
Ix
TYPICAL W 4 U
GLAZING PRODUCT
'180 2 000 ~ C3 U
D 1I t
2000 .125 2.250 1.625 I h Z
4.000
6000 /'Z S.M.S.
�z
012'O.C. 4.DOD .125
a 300 e
1 X MULLION CLIP 3.000 4.000 13.625 n n
MULLIONS CONTAINING > w+L�AeRt+Ri110 = W 3
L.� NOTCH TYPICAL GLAZ'NG PRODUCTS Caxs.<
C eAWarLrure $ N u <
OPTIONAL HOR-IZONTAL OR VERTICAL l-
6A_
SEE WINDOW OR DOOR APPROVAL FOR 2 % 6 2 X 4 SAW C ` x ►
FASTENERS SIZES AND SPACING t v
o STD. TUB MIS ION STD. TUBEM ION V r E c
6D6J-76 6063-T6 - .4 z z
-- -- Ixx:19.648 ink Ixx: 7.649 la `_
a: o o
U U i
�.L.� �•L-� CLIP LENGTH Sxx: 6.549 in� Sxx: 3.625 in� g a o
RECTANGULAR ALUMINUM TURF MULLION 3t
MULL G.L., INSTRUCTIONS: USING ML;LLION_PROPERTIES Of�Y
ISE CHARTS AND GRAPHS AS FOLLOWS.
1 X 2 1.688' - THESF MULLIONS ARE RATED FOR LARGE MISSILE IMPACT m
I X 3 2.688' STEP_1 DETERMINE DESIGN LOAD REOUIRED FOR PARTICUUR OPENING.
AND CAN BE USED WITH ALL LAWSON'S MI
AMI-DADE
STEP Z USE APPROVED GLAZING PRODUCTS MEETING ABOVC LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. %=e�•� m} lc '��•°'J>'
[NDTCH 1 X 4 3.688' REOUIREMENTS.
-- OPTIONAL STEP USE CONNECTION '0 MULLION AS PER PRODUCT mu�GT. "� d uj O�:J'
2 X a 3.668' . w FQ-
APPROVAL. NOTES:
.125 YIN. REFER TO f HE GENERAL NOTES ON SHEET
I 2 X 6 5.686' �.P 4 SPECIFY MAxluuu SHIM sPAcx+c. 1. �� Q_• y Z N�
=.000 1. ALL CLIPS AND ANGLES ARE TO FIT 7 p USING CHARTS ON SHEET 5 OF IO SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE.
5._EE�WITH OE9GN RATING MORE TIMI �FSICN LOAD$PECIF!EC 2. MULLIONS MAY BE ORIENTED VERTICALLY OR
TIL- is.
INTO TUBE MULLIONS. IN STEP I ABOVE.
ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SIM 6 T-RU 9 AND ANCHOR CHARTS HORIZONTALLY.
6063-T6 INTO TUBE MULLIONS, SEE OPDIONAL -T
EP
¢ON SHEET 9.SELEC'ANCHOR HYPE WITH OESHCN RATING 3. REFER TO SHLLi 1 OF 10 FOR TYPICAL MULLION ._.I
--2.000 ANCHOR DETAIL AT SHEET 9 OF 10_ MORE THAN THE DESIGN LOADS SPECIVED IN STEP I ABDVE. ARRANGEMENTS OR STACK CONFIGURATIONS. a
O
STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS
h U
Width w MULL SPAN 1X3 1X4 2 X 4 2X6 Width(w) MULL SPAN 1 X 3 1X4 2X4 2X6 Width w MULL SPAN 1X3 1X4 2X4 2X6 �
18 150.0 150.0 150.0 150.0 18 150.0 150.0 150.0 150.0 18 44.0 95.7 150.0 150.0 o z J
24 150.0 150.0 150.0 150.0 24 139.5 150.0 150.0 150.0 24 33.0 71 8 116.6 150.0 0 q a 4
30 150.0 150.0 150.0 150.0 30 111.6 150.0 150.0 150.0 30 26.4 57.4 93.2 150.0 h z tt
36 150.0 150.0 150.0 150.0 36 93.0 150.0 150.0 150.0 36 22.0 47.8 77.7 150.0 M m 3 z
42 150.0 150.0 150.0 150.0 42 79.7 150.0 150.0 150.0 42 16.9 41.0 66.6 150.0 a i m 14 v
48 38-318" 150.0 150.0 150.0 150.0 48 74-114" 69.7 150.0 150.0 150.0 48 120" 16.5 35.9 56.3 149.7 0w o c `o
54 150.0 150.0 150.0 150.0 54 62.0 134.6 150.0 150.0 54 31.9 51.8 133.1 O o e <
60 150.0 150.0 150.0 1500 60 55.8 121.2 150.0 150.0 60 28.7 46.6 119.8 3 4 y n
66 150.0 150.0 150 0 150 0 66 50.7 110.1 150.0 150.0 66 26.1 42.4 108.9 Z,z0 o y a
72 150.0 150.0 150.0 150.0 72 46.5 101.0 150.0 150.0 72 23.9 38.9 99.8 0 o i O
78 150.0 150.0 150.0 150.0 78 42.9 93 2 150.0 150.0 78 22.1 35.9 92.1 m Z a
18 150.0 150.0 150.0 150.0 18 128.4 150.0 150.0 150.0 18 33.1 71.9 116.8 150.0 Z O l
24 150.0 150.0 150.0 150.0 24 96.3 150.0 150.0 150.0 24 24.8 53.9 87.6 150.02 In30 150.0 150.0 150.0 150.0 30 77.1 150.0 150.0 150.0 30 19.9 431 70.1 150.0 w ;
Q.
36 150.0 150.0 150.0 150.0 36 64.2 139.5 150.0 150.0 36 16.5 35 9 58.4 150.0 m
42 150.0 150.0 150.0 150.0 42 55.0 119.5 150.0 150.0 42 30 8 50.0 128.5 F v
48 60-6/8" 150.0 150.0 150.0 150.0 48 84 48.2 104.6 150.0 150.0 48 132" 27 0 43.8 112.5 I
54 150.0 150.0 150.0 150.0 54 42.8 93.0 150.0 150.0 54 24.0 38.9 100.0 0
60 _ 150.0 150.0 150.0 150.0 60 38.5 83.7 135.9 150.0 60 21.6 35.0 90.0 O O in z
66 147.7 150.0 150.0 150.0 66 35.0 76.1 123.6 150.0 66 19 6 31.8 81.8 1 o t
72 135.3 150.0 150.0 150.0 72 32.1 69.7 113.3 150.0 72 18.0 29.2 75.0
78 124.9 150.0 150.0 150.0 78 29.6 64.4 104.6 150.0 78 16.6 26.9 69.2 V 1 w
18 150.0 150.0 150.0 150.0 18 86.0 150.0 150.0 150.0 18 25.5 55.4 89.9
1507 a j m
24 150.0 150.0 150.0 150.0 24 64.5 140.1 150.0 150.0 1 24 19.1 41.5 67.5 150.0 p0
30 150.0 150.0 150.0 150.0 30 51.6 112.1 150.0 150.0 1 30 15.3 33.2 54.0 138.6 0
36 150.0 150.0 150.0 150.0 36 43.0 93.4 150.0 150.0 3627.7 45.0 115.5 2
42 150.0 150 0 150.0 150.0 42 36.9 80.1 130.1 150.0 42 23.7 38.5 99.0 o
48 57" 150.0 150 0 150.0 150.0 48 96" 32.3 70.1 113.8 150.0 48 144 20.8 33.7 86.6 ? =
54 137.0 150.0 150.0 1 150.0 54 28.7' 62.3 101.2 150.0 54 18.5 30.0 77.0 1,-�z� w 3
60 123 3 150.0 150.0 150.0 60 25.8 56.1 91.1 150.0 60 16.6 27.0 69.3
66 112.1 150.0 150.0 150.0 66 23.5 51.0 82.8 150.0 66 15.1 24.5 63.0
72 102.8 150.0 150.0 150.0 72 21.5 46.7 75.9 150.0 72 - 22.5 57.8
78 1 94.8 150.0 1 O.D 150.0 78 19.9 43.1 70.0 150.0 78 - 20.8 53.3 a �
18 150.0 150.0 150.0 150.0 18 80.4 131.2 150.0 150.0 18 22.6 49.0 79.6 150 0
24 150.0 150.0 150.0 150.0 24 45.3 98.4 150.0 150.0 24 16.9 36.7 59.7 1500 i 2 w w
30 150.0 150.0 150.0 150.0 30 36.3 78.7 127.9 150.0 30 29.4 47.7 122.6 "
36 150.0 150.0 150.0 150.0 36 30.2 85.6 106.6 150.0 36 24.5 39 8 102.2 f
42 130.5 150.0 150.0 150.0 42 25.9 56.2
48 63" 114.2 150.0 150.0 150.0 48 108" 91.4 150.0 42 y
21.0 34 1 87.6 • $ $ o
22.7 49.2 79.9 150.0 48 150" - 18.4 29.8 78.8
54 101.5 150.0 150.0 150.0 54 20.1 43.7 71.1 150.0 54 16.3 26.5 68.1 z = o
60 91.3 150.0 150.0 150.0 60 18.1 39.4 64.0 150.0 60 °
23.9 61.3 �� � a '4
66 83.0 150.0 150.0 150.0 66 LL 35.8 58.1 147.066 21,7 55,7 € o72 76.1 142.4 150.0 150.0 72 32.8 53.3 134.8 72 --_ 19.9 51.1 a o
78 70.2 131.4 150.0 150.0 78 30.3 49.2 124.4 78 18.4 47.2
HORIZONTAL MULLION
'cuaNc _ TYPICAL MULLION ARRANGEM-NT
PRODUCT
3
m y
VERTICAL ...•
MULLION ARCHES TO 8E INSCRIBEDmin
INSIDE RECTANGULAR SHAPE I`ftODUC f qEym,
oz NOTE:
J --.g
°,p�1°`@Pbf�R ckY
GLAZINC GLAZING < NOTE: ---w`
PRODUCT PRODUCT 0. N MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED 8x n Ns 17-1212.2y '2 `
VERTICALLY OR HORIZONTALLY. R'& $ �o u p,
PROINGDUCT CRAZING (INTERPOLATION BETWEEN WIDTHS ALLOWED) C��w,/_
PRODUCT PRODUCT
I PAMiM CMhy �'0 �� I
L�Wl WIDTH (W) = wT + wz a a
W1 W2 MULLION SPAN__- 2
5/16'TAPCONS MIN. EDGE DIST.
1 1/4- MIN. 5/16'TAPCONS
/ 1-1/2'MIN.WOOD PENETRATION 1-t/2"MIN.WOOD PENETRATION 2-3/16" CONCRETE OR u
EDGE DIST. 2 PER C_IP(1 ON EACH WINO) 1 PER ANGLE 4" hOLLOW BLOCK y
5/16'TAPCONS 5/16"TAPCONS O
1-3/4"MIN.EMBED INTO MASONRY 1_3/4'MIN.EMBED INTO MASONRY W
3/4" 4 PER CUP(2 ON EACN WING) z PER ANGLE b C IW„
#MIN 'o to y o
r-8-f a�Z I \Z� ❑a D ZMO MZT;II II II 11 II J Z Z Z,
s ii ii 2 z 2 X 1/e' iFLOATINGCLIPII II ALUANG2 8Y 1 I V U I BY _J WOOD BUCK I 1 L J U U L2%2% 1/e" EEa.• I
I I I I I I I WOOD BUCK I I 1X FLOATING CUP Q] •�
i I I I I II II, ALUM ANGLE i �. ❑
\ 1 I I 1 it I Z
I I ' I I V m3/4' E _
F' 4
EDGEMIN. / 5/16'TAPCONS ANCHORS TYPE 'D' (INTO BLOCK) U
EDGE DIST. 1_1 2'MIN.WOOD PENETRATION y e z Z
' PER ANGL ANCHORS TYPE 'G' (INTO CONCRE-El 4
4 ANCHORS THRU 1X BUCK a` Tn
AL.L. CLIPS AND ANGLES TO FIT SNUG ~
INTO CONCRETE OR BLOCK
INTO TUBE MULLIONS. (n O a
TAPCONS MAY BE HEX OR FLAT HEAD. 1 x4" do 2"X4" MULL W
'll �� 1 I 6
MIN. EDGE DIST.
a
1 1
II II -3/16" CONCRETE OR o
1 i " 'I 4" HOLLOW BLO K j u `
II 1 �� �� 5/16'TAPCONS 5/16 TAPCONS
i ; 2 II II 1-3/4'MIN.EMBED INTO MASONRY 1-3/4"MIN.EMBED INTO MASONRY <
1----------''1 WOOD BUCK I I i t Ill ALUM2 ANGLE 2 PER CLIP(1 ON EACH WING) I PER ANGLE �L
U U I
ALL CLIPS AND ANGLES TO FIT SNUG •1 n n 1 II d
ALTERNATEILa INTO TUBE MULLIONS.
ANCHOR LOCATION TAPCONS MAY BE HEX OR FLAT HEAD. e ? n
ANCHORS TYPE 'A' l— I s
2 ANCHORS INTO WOOD it i I II 6 �a L 32^
x II II II II r C i
IB\' IL_JI II II = n 2
I 4�T WOOD BUCK I I 1X FLOATING CLIP
5/t8'TAPCONS 5/16'TAPCONS N 1 I I I U U ALUM ANGLE r \ \ N N
MIN. t-1/2'MIN.WOOD PENETRATON
4 PER CLIP 1-1/2"MIN.WOOD PENETRATION I I I I
E GE DIST. (2 ON EACH WING) 2 PER ANGLE I I
I I 1 O Sl Y
E E 3
�z z ANCHORS TYPE 'C' (INTO BLOCK) a#
�a F
!� n ANCHORS TYPE 'F' (INTO CONCRETE)
2 ANCHORS
INTO CONCRETERORIBLOCKK>1
n u
li II
x 1 1/4" MI ii ii it ii cz 1 _
IL_JI II II 1 1 �_
----�-- II 11 ALUM ANGLE 1 1 tR011UCTREV{B@p N '„
I 1 FLOATING CLIP ��a
c"1 i i 2 BY U U i
\ I I WOOD BUCK 1 I 1 1 beelieK Ledt FLu�J i p p T N
1 I I I I I
.............
AccaptAea No7-1212.2
1
I I i
�It
ANCHORS TYPE 'B'
ALTERWTE� (
4 ANCHORS INTO WOOD ANCHOR LOCATION L..,
a
S/16'TAPCONS
- - 1 3/4'MIN. EMBED IN-0 MASONRY y Y
MIN. DGE DIST. MIN. EDGE DIST.
2 PER CUP(1 ON EACH WING) a
2-3 OR S/16'rAPCONS 2-3/ TE OR 5/16'TAPCONS 5/16'fAPCONS O
1-3/{'MIN.EMBED INTO MASONRY i-}/{`MIN.EMBED INTO MASONRY 7 }/{'MIN.EMBED INTO MASONRY C N
4 HOLLO LO K 3 1 4" 1 PER ANGLE 4" OILOW BL CK 4 PER CLIP(2 ON EACH WING) 2 PER ANCL IS e
MIN. _ 4'• m h i
.• ••.r '1 ••I� .. • •-1 . .• 1• . • I ' ' .I• M •I ' • • • ILI
I. • • I O�� Q � G
a 0 N Z �
-.-- II •11 •hall it •11 II•11 Z W Z Q V) 6
CONCRETE OR I1 .1 z ii ii 1� ii MI w= 00
- CONCRETE OR 1:=�1 CEMENT BLOCK 11 II < {L-Jj CEM NT BL CK I Ij d t � 6
________ I CEMENT BLOCK- 11 11 ALUM ANGLE -_ _-___-__ L U -
II II 2%2 X 1/B` F
I 1 II 11 ALUM ANGLE
\ I I I FLOATING CLIP U U N I 1 FLOATING CLIP 1 U U
i I I I 1 2 7/16 i I 1 1 W Z It
1 I 1 I I I MIN.
E- 3
uuu 3 1/4"
E.
v Z
• Z MIN.
MULL
ANCHORS_ TYPE 'C' TO BLOCK ANCHORS TYPE 'D' (TNTC BLOCK) T^W a r
1 1 ANCHORS TYPE 'F' INTO ONCR TE ANCHORS TYPE 'C' (INTO CONCRETE) a aIL
h 1
2 ANCHORS INTO CONCRETE OR CFMEN LOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK
1 1 1"x4" & 2"x4' MULL Z
j----------~ ALTERNATE MULL �1 ? Z
I ANCHOR LOCATION 1� e Q
MULL aye
I I I 1 I I 1
X
Ir_________, F Q 1
11 1 1._ I I I I
----------
FLOATING CLIP
1 v I. p [•
• ____________ 1 Al v
jl j Y Q N CONCRETE OR N n n \
CEMENT BLOCK m
II I II II 4 �
II 11 4
• I •2 • I. • • 1 _ ~ oU1fI Vu
'• •Y Z- • I • I • — I • •• -1 C 0 m N O
1�� I . • • . • v I • .I• • a r r
5/I6`TAPCDNS EMBED
Z a a rn
1-1/4`MIN.EMBED 1 I M� " I '• � o
INTO MASONRY
2 PER CLIP E E
S
. (1 ON EAC"WING) 5/16• CONS i I a
I _012 SMS 1-3/4-MIN.EMBED INTO RY m Ij C
I I 1 2 PER ANGLE 4 PER CLIP(2 ON EACH wI SFi
I a I I
I �— —I I \x e a Tllaeaar<r
I I I I 11 I I 7 ,ash`H. r:[•�_y rrrr
i 1 i <a IREVES.,
1 1 I n ALl CLIPS AND ANGLE$ TO FIT SNUG ��Ewfdl��v;n 1Ae F-w.;W o-'2:.1. u. b-'.•..f'Z
INTO TUBE MULLIONS. QNe z �G' "� ry 0
• TAPCON$ MAY BE HEX OR FI.AT 14EAD. p¢�I fin? T,z6� Hmti . .•fir W 4•S
o
• 1"'
i •I CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED
c•a. e'ty1••..
• WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR o i IWATER-WHITE METHACRYLATE LACQUER.11_ {••O MAS 3 MIN. M
/ E BEO F
/ INTO MASONRY - 1 VER ANGLE Q
MIN. EDGE DIST. MIN. EDGE DIST.
3/16' CONCRETE OR 2-3/16' CONCRETE OR u
HOLLOW BLO K 3-3/4" 5/16'TAPCONS 4' HOLLOW BLO K 3-3/4" 5/16'TAPCONS
1-3/4•MIN. EMBED INTO MASONRY I MIN. --1-J/4•MIN. EMBED INTO MASO O
MIN. 4 PER CLIP(2 ON EACH WING) I 4 PER CLIP(1 ON EACH WIN o O 0
a o F
�z 2
• '
�
CLIP LENGTH
! 1 MULL "L" rn p v Z W
�v s
p i 2 X 4 3.688'
! ; 2 X 6 5.688' 1 Z J z o z
2 O
1BY 1 m a
! 1
2.6 MULL 5/16'TAPCONS ° ! WOOD BUCK
1-3/4•MIN. EMBED INTO MASONRY \ 2X6 WILL
____________________________
a PER CLIP(2 ON EACH WING) 1 ( 5/16'TAPCONS i ❑
! 4 PER MIN.EMBED INTO MASONRY Z 3
I I 1 3/4" � ♦PER CUP(2 ON EACH WING) � w O
EC
MIN. r------------------ ----------- 1 3/4 s E7-
3/4" ; i MIN. j(
z £
2X6 M
CLIP LEN H 2X6 MULL W a ¢ F
2X6 MULL -
-- ------ MULL a
3.6IL
88' f=-----------
n 5 6 5.688'
----------- �----------- n a
3-3/4., . ♦ i^. o n
N ry N \
MIN.
ANCHORS TYPE 'E' (INTO BLOCK) r e W a
5 11/16" ALL CLIPS AND ANGLES TO FIT SNUG i
INTO TUBE MULLIONS. A H RS TYP 'H' INT ONCRETE
ANCHORS TYPE 'E' (INTO BLOCK) TAPCONS MAY BE HEX OR FLAT HEAD. WOOD BUCK
_ 4 ANCHORS THRU 1X BUCK
ANCHORS TYPE 'H ONTO CONCRETES S OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED INTO CONCRETE OR BLOCK
ANCHORS INTO CONCRETE or BLOCK
ITN ALKAL'-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR 2"X6" MULL SHOWN o
2"X6" MULL SHOWN WATER-WHITE METHACRYLATE LACQUER.
4
Tj' U O E
a tt E�j
MRO
O rREVI zh
a eoa. FT..w6
9 R-
-�
4- Z
1
cz
MIN. EDGE DIST. 5/16-TAPCONS
2-3/16" CONCRETE OR 1-3/4'MIN. EMBED INTO MASONRY 3-3/4" CLIP LENGTH - y
4' HOLLOW BLOCK 4 TOTAL(2 ON EACH WING) MIN. [[
MULL "L"
a 1 X 2 L688'
.. I I nfl •II n� 1 X 3 2.688' na0 y z
X 4 3.688' N<
2 X 4 3.688• m a ? m a
2 7 16` 2 X 6 5.688' 3i n e u
_ y
1 MIN. 2a4 0.2.6 MmI i i i i r
ALl CLIPS AND ANGLES ARE TO FR Z w 0 p Z
M 1 I I I UG INTO TUBE MULLIONS. N W= z vi o
1 M 11 I I 2x2x 1/4" oa Z p
L-------------I a LJ ALUM AN
WHERE ANGLES ARE NOT FIT SNUG
1 1 1 I O TUBE MULLIONS, SEE OPTIONAL ! J <
Ii CHOR D__AIL AT SHEET 9 OF 10.
� z s
CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PR07ECTE0 2/CHANNEL TUBE MULLION V F
WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR
WATER-WHITE METHACRYLATE LACOUER. E" F
MIN. EDGE DIST.
--f
2-3/16" CONCRETE OR � m
4' HOLLOW BLO K o� < IL
112 F.B.s.us.
2/SIDE (n
1H �I a
THICK ALUM CHANN •j
LENGTH 70 FIT SN
Y INTO MULLILIONC
TUBES MAY BE NOTCHED In AS SHOWN TO ALLOW INSTALLATION N �. X
_ OF CLIP ANGLE IN
VAI
JOINT AFTER ASSEMBLY L
LOCATION OF SCREWS CONNECTING s a
I2 PE ANGLES TO TUBES WHERE ANGLES
ARE NOT FIT SNUG INTO TUBE Q I 1 I I #14FMCSMS
LIP
MULUONS. I I i I ACCESS HOLE 1-1/Y'O.C.MIN.
I I O I I r
I i
i n
L_ ___________ _- lu v
I
5/16-TAPCONS /f4 SMS 3" i I m Sc cc
1-3/�MI41PE—R
4 PER ANGLE I - 1 c - w j
1 I d
W v
f
1 m 0
ALUM ANGLE THIS SCREW CAN BE
O INSTALLED M EITHER I I /12 RI 545
DIRECTION 2 PER CUP I y
1� I 1"O.C. MIN. I
a -
--- ------ ` u u
• • d 1-3/4-x 2-IT 1/8-(FOR 2BY TUBE) PROQUCTIIEV7 ' a U Q
p\j m 3/4'%2"X 1/8-FOR�(IS '"ow"mth
the
z
ANGLE IsAd
M CUT TO FR SNUG INSIDE TUBE AMKyN� I 2/2 2Sf `t#Mt Eflpt",I/t^,
ANCHORS TYPE 'I' 1 my�n5
METAL TO METAL CONNECTION , ZR C=''•• s'
- - USE CHARTS FOR ANCHOR TYPE '1' TO VERIFY CAPACITY OF CONNECTION ������% N •''CT
'10
3-3/4" ALL CLIPS AND ANGLES TO FIT SNUG so4l r✓
S.
1 3/4" MIN. TA CONS MAYINTO TUBE BE HEX OR FLAT HEAD. a. •�
MIN. OPTIONAL ANCHOR DETAIL
ANCHORS INTO CONCRETE OR CEMENT BLOCK a
u �8 ;14'!
cL1tlt8888iPSSF3ObIi588 =a1816gNY 8 8' 8 $'o'3f11 8 8 �8 t7
VERTICAL MULLION _
SPAN ffiRg; £tffi8888f9Y13- 13I38888888a8iiK14158888t9 $88881S88888@�
A woiY �1515i5f5888 �ifSSSl98358888 '-8i58888b88f588888888'888Fm
z = QL '�;t a aalrareg =.1Ig s �ale��Ag� ��9its st�: �� � �iw6gvg g �'o `N E _ _ _ _ _ __ _Z Z; �842'SK8888885�'a41i l88881589 9998888I888888888FS �C1
z= g � `v888888888 $8881968888888888888888888888888885
s o_
Z _ odi bol9 1df3ffi45 d 5 }5J'R 5 J }5888 ^1F�$ bd SY f5 $Y -
jj-- z
ERTICAI MULUO = Sr S5 S".; $bt S4 'm Sa$1C $ ffi f4 0 '° °' ^' ffi$ $ �' 8 19 R at �m
SPAN
Ls
z
19 d
N A U N ID I
A
Z
ZOz =
jmmrA.,00 = � �13'� Y� ."P.tam$432113b1P.tL"+ 'm'd'�istii8k$ ffi88 �S3uC3 'dYffi &1Cffi'° D
m y ,•1
u !-D p y p S n A m
� znviz �� � ��kvPo'LnRu i p( 131KfKP'Y $oS:bl$ �$$$EJ 8 8 218 & mS^ 88 S' M� `gym
A
z - I Tmv Z 13bt3Kffi $S $ Sag'$ tl$$ Bti"= >$m 9y8G$8}FO ffi 8 ($ FSffif398 ?lof
...115 A
mmvg
00'A 00 8SCffi8 �mi88g88aTa �1 a 2ti888Yffi�SSBYmm' 888�� 8Y8aS: 8888 ><�
O
zzvC= ot')Z 8 8 8 8
ffi�m88$ $888 »ffi �8N1�8888ffi83 ;£i >�888888Y : ffi88@'"�
O= Ao
oAOooAAA laaa8ggha6Tala �A899 MIs 44 g -n-
tnyzov_t
Am�Azx >zo �88� 88gg3&gg88> mBS �btiSBS4 �as138mA99i4S3mffi85T �id3435ffiSS�S �
to Zm DD pch'�
DNZ �ZND2 >8584gg Ig88888ffi8ziF1' 88888ffi sis8gig 8ffi� '3$ 8888888 �2
Z D C p 50
O N
-
O azm 8G n R ffif38i8 G& ffiYN ffi AU8 t5B ffi W 8goB88m> n 88 N�88f5 -
O m
f r�i��R' (noA
mo zi c n Hfa 8S a $btYtSE m �N &831 S$MfS Ya mN &81 $ to SKliAa ai�R $S $ $ffid�m
z 1m•1
N N tit
t,� t�y yS g
IBJJ N 41 iA(:4 t8J Nyy(1J4pp mN �yJ yN 4NN1 t>��O myy O N mq YV�1t Ny 4 t N yV m Nnn 9 �9J T N�> a 4V1 8�T w A N ffi tS[D
N L v O!.3)] fn P V O fJ 41 @ m i N �V W O A S:fK m +•S:�A+ m+� (d 331 ra �5: V N m ffi� �i ?I tp
>2t"mYS SdSKIRt �$ A"J'as131K$ $S &mg Sffiiu1K3K $8ffi 213B �813Eh1d C$& $� r°� �n r
wCt7 aBY S ffim `3aatffi$kt8GE8ffi8tj33 `so �8 �v�
� � $8SaP38�1a13158SCffiAt tmiS89344t47C1a&21m >a �1488ffi �`J8°� gi41919m1A�
' R dsa9ww8& fe>e w33(3ffi &tale Ri1913w81wssw(a ;Ia w 8 its wraNggI
I N
$'^w �f. 9s!! E3 ggaA& 5c8ffia8gSesoaA8t8g85 is0: Na3gf'314t5Vo
f ia $ffi I°0ffi U39 YiS9 ffi8>8 �88825 $1914 q f gg1S ;jalElSig�8 (191914 x
THOMAS J. SOTOS
PROFRSSIO LRNGINRRR ���+� �$33Sa $� 81$fK SK ti� ell �8g 13ffifK $95."80 ��
Fk p�P5' IY 2 8,
4\
\\•, `,••'t J•`�`�'.•. .` '•. 'A' - No han this sh! t
V •� 8501 N.W. 90 ST.
225 Revised dote For theLA. WS ON FBC-2014 MEDLEY, FLORIDA 33166
D r R PH No. (305) 696-8660
C.Complionce. F9C 5th Lditbn(2014)
A E Or
D.Compliance./FxC 6th Edition(2017) MANUFACTURER OF QUALITY ALUMINUM M/NDOR•S AND CLASS DOORS
Ar �: ..w N RAZO h404/2710 ALUMINUM TUBE MULLIONS
N. etuz0 ���ti/o jto CL[P/ANCHORS DESIGN PRESSURE CHARTS AND GENERAL NOTES
-
V 2 7.E•t� \�� e..w.,,....! 0 a..r: n.w,.t e.A..,m.M,.nw. .nw«.� IAN-ML-1001 �"'4 to OF 10 !:'c'
DA __--