HomeMy WebLinkAboutProduct Approval (3) MIAMI•DADE MIAMI-DADE COUNTY
e 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
PT 6 CE NOA www.miamidade.Qov/economy
CPg!:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.-
ESCRIPTION: Clipped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcement—L.
APPROVAL DOCUMEN rawmg o. - t e ummum 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., bearing the Miami-Dade County Product Control Revision stamp with the
Notice of Acceptance number and expirationdate by the Miami-Dade County Product Control Section.
ISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING: Each unit s a ear a permanent a e wi 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 and renews NOA No. 14-0908.08 and consists of this page 1 and evidence pages E-1,
E-2 and E3,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.17-Q222.13
MIAMI-DADE eouNTY Expiration Date: May 30,2018
4' Approval Date: April 13,2017
Page 1
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA's No. 02-0501.05 and 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)
U
anu erez,P.E.
Product Co r Examiner
NOA No. 17-0222.13
Expiration Date: May 30,2015
Approval Date: Apri113,2017
E-1
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS(coNrnvuED)
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 No. 95-1212.09)
7. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94
along with marked-updrawings 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. 95-1212.09)
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
I. 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 5"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. 12-012 7.07)
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 NOA No. 02-0501.05)
Manue P.E.
Product Cont 1 E miner
NOA No. -0222.13
Expiration Date: May 30,2018
Approval Date: April 13,2017
E-2
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED)
4. Laboratory compliance letter for Test Reports No. FTL-1376, dated 01/31/96, and
FT1-1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc.,
signed and sealed by Gilbert Diamond,P.E.
(Submitted under NDA No. 0.2-050 .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.
Man rcz,P.E.
Product Coro xaminer
NOA . 17-0222.13
Expiration Date: May 30,2018
Approval Date: April 13,2017
E-3
THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE
ANCHOR/CLIP ANCHOR/CLIP COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS.
GLAZINGHORIZONTAL MULLION o p
PRODUCT 3 RECTANGULAR ALUMINUM TUBE MULLIONS On h
ANCHOR/CLIP HORIZONTAL MULLION N GLAZING USING MULLION PROPERTIES ONLY
3 PRODUCT 3
+ N
GENERAL NOTES:
O Q 0
3 N 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE 3'�� Z °
REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE 5th EDITION INCLUDING It
h ^j y
+ N HIGH VELOCITY HURRICANE ZONE (HVHZ). ? Z 14 14 z
VERTICAL VERTICAL II 2.ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE 2 z
MULLION MULLION APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS LE: WIND LOAD, WATER
INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. ] c I
II 3. MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS, a
GLAZING GLAZING GLAZING o z = N INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED.
- GLAZING 3 W vi
PRODUCT PRODUCT PRODUCTD N PRODUCT v 4. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER Vm Z
LOADS TO THE STRUCTURE. E-
5.ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHOR/CLI, 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS Iii j z F
ARENOT PART OF THIS APPROVAL. or 6
7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF MACie.]_
WOOD ANCHORS ONLY. ("�d w Q
S. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, �+
W1 W2 W3 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET
THE REQUIREMENTS OF THE 2014 FLORIDA BLDG. CODE - SECTION 2003.8.4.
MULLION SPAN MULLION SPAN
LJf j F
2
WIDTH (W) = WT + fl2 + w3 MULLION & CLIP NOTES:
2 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET z
2 OF 10 FOR DETAILS AND NOTES.
ANCHOR/CLIP ANCHOR/CLIP REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS
HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET ^ ti R 2 u�
4 OF 10 FOR DETAILS AND NOTES.
GLAZING REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 4
T 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS W
PRODUCT 3
MULLION 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES, `o n
+ N REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS LL c m
z 3 a s 3
GLAZING GLAZING .2< a d
PRODUCT PRODUCTZ)N GLAZING GLAZING II - - z z "
PRODUCT PRODUCT o z A a E
VERTICAL N m c 3
ANCHOR/CLI MULLION _ II
ANCHOR/CLIP o
%`.� * e
wt w2 pzi+:A09..• ..
W1 W2 ^RGDUC'T REVISED [-c7 AY�:�4•�D 6�`Uy
as eamPlyirg with the Fl,xda w z co:' N ,
W MULLION SPAN OuiIdl�3 Cade ;2 of a
WIDTH (W) w1 + w2_ WIDTH (W) = w1 + w2 ByvaMcwD°ae
2
2 Mi lmde Pndas, F �i� ! Q•%���
TYPICAL MULLION ARRANGEMENTS FI
a
0
7.690
L .125
.062 1.500 C
.156 TYP. T4lcAL
Q
T05000 too
1.405 1 r 062 F u F4.000 4.000 ,115 1.732 4 .125 N< U 0Z
300032 -2.000 1.732 2.062 z r`! 3 C.3
q
k 4.sDo -I STD. TUBE WINDOW FRAME I 2.000 j 0 o z
MULLION _911. o o Z 2 p
2X MULLION CLIP to
6063-T6 .1BgJ .102 .156�I .102 F-1.000--I .156-I .078 z I
(- <
NOTCH 'L'� 6'000 1062 1.188 1.062 1.188 1.062 Z
*OPT16N:AL--12X 6 1 X 4 1X31 X 3 1 X 2 1X 2 r4 O SCUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLIQ , DO MULLION 6
063-T6 6063-T6 606J-T6 6063-T6 6063-T6 C Fes' y
Ixx: 2.070 in Ixx: 1.000 in Ixx: 0.950 in Ixx: 0.370 ina Ixx: 0.330 in.. () F o
F--2000--! Sxx: 1.035 in3 Szx: 0.667 in3 Sxx: 0.633 in3 Sxx: 0.370 in3 Sxx: 0.330 in3
a e
(FLANGE F I M FRAME) (FIN FRAME) (FLANGE FRAME) ~ Z U' 3
I STANDARD TUBULAR SHAPES P.ODIICTREVISE 4 d
.I TYP.WALL-- 125-ALL I I t complying with the Fol7%1a
I ALLOY= 6063-T6 1.000 OOildine,de <
.750 II r .125 ttcptanw No/v TYPICAL
GLAINC PRODUCTzplmtwn Dat.124 I^I.000-•I YU.125Prff�� Q J
1000 I--2.000 j
2.000 .125 2.250 � I I IIr I�t.000-I Q
���JJJ-L I I I .125 �I Q
4.000 a
I 6.000 3.000 8
.125
2.Doo -
4.500 L L
4.000 F a�
1X MULLION CLIP z.00D 3.000 4.000
Jao
6063-76 1 X 4 1 X 3 1 X 2 \-
MULLIONS CONTAINING STD. TUBE MULLION STD. TUBE MULLION STD. TUBE MULLION m o =N
/•1� •L TYPICAL GLAZING PRODUCTS 6063-T6 6063-T6 6D63-T6 N t
C NOTCH 2 X 6 ,n o v.
2 X 4 Ixx: 2.070 in.. Ixx: 0.950 in`, Ixx: 0.330 4n m 4
OPTIONAL HORIZONTAL OR VERTICAL
Sxx: 1.035 in3 Sxx: 0.633 in3 Sxx: 0.330 in3 N N
STD. TUBE MULLION STD. TUBE MULLION „ $
0 o SEE WINDOW OR DOOR APPROVAL FOR 6063-T6 6063-T6
FASTENERS SIZES AND SPACING u
o Ixx: 8.280 i 4 Ixx: 2.980 i 4 - _ z z
Sxx: 2.760 in3 Sxx: 1.490 in3 a i rc S
Z U e 3
•L,� -L.� CLIP LENGTH RFCTANGULAR ALUMINUM TUBE MULLION
z< U e
NULL ^y^ INSTRUCTIONS:
USING MULLION PROPERTIES ONLY
USE CHARrS AND GRAPHS AS FOLLOWS. ,•�'::•r- '••y
1 X 2 1.688' THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACTI
STEP t DETERMINE DESIGN LOAD REOUIRED FOR PARTICULAR OPENING. AND CAN BE USED WITH ALL IAWSON'S MIAMI-OAOE
A'
2.688'
1 X 3 2.688' �� COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. � 7�¢.
STEP USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD o :� CY �O �•• 0
NOTCH L X 4 3.588' REQUIREMENTS. �yrC:21
OPTIONAL STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT .1•IS;Z Ip >� W 2.SG
2 X 4 3.688' APPROVAL. NOTES: -; m•Ul w
.125 MIN. 2 X 6 5.688' STEP 44 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET
2.000 USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1 ��` y-� �J"2
L 1. ALL CLIPS AND ANGLES ARE TO FIT STEP OF 10 FOR BUILDING CODE COMPLIANCE. oma y�' -- I
WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED Stu •. I
2. MULLIONS MAY BE ORIENTED VERTICALLY OR t-o.
SNUG INTO TUBE MULLIONS. IN STEP t hBOVE, o e �• I
ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG HORIZONTALLY. eee• I'
USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS a �' gee I
I I 6063-i6 INTO TUBE MULLIONS, SEE OPTIONa! STFP s ON sHEEr 4,SELECT ANCHOR TYPE vnrH DESIGN RAnlve 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION fill 1 je m
LD. ANCHOR ANCHOR DETAIL AT SHEET 9 OF 10. MORE TRAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. E-
k 7A
TUBE MULLIONS TUBE MULLIONS TUBE MULLIONS
Width(w) MULL SPAN iX2 IX3 riX4-) 2X4 2XG Width w} MULL SPAN IX2 IX3 IX4 I 2X4 2X6 Width Lw) IX3 lX4 2X6
MULLSPANi IX2 2X4 0
18 150.0 1 �0 150.0 150.0 18 28.3 81.5 150.0 150.0 15off-I 18 19.3 42A 60.5 150,0
150.0 150.0
24 150.0 150.0 sm Z4 21.2 61.1 133.2 150.0 150.0 24 - 31.5 45.4 126.2 0 0 Q
30 123.0 150.0 150�0 30 17.0 48.9 106.5 150.0 150.0 30 - 252 36.3 100,9
z
102.5 150.0 -j5acL- 150.0 1 150.0 36 - 40.7 88.8 127.8 150.0 36 - 21.0 30.3 64.1 2
36
�42 87.9 150.0 K 150.0 42 - 34.9 76.1 109.5 150,0 42 - 18.0 25.9 72.1
150.0 150.0 1 10
-1mr 150.0
----T`;-
IWO V�
38-3/8" 150.0 48 74-1/4" 30.6 66.6 95,8 15QO 48 12 15.8 22.7 63.1 z
48 76,9 150.0 -Z
54 68.3 137.6 150l0 160.0 150.0 54 27.2 59.2 852 150.0 64 - 20.2 56.1
'3
60 61.5 123.9 150.0 150.0 150.0 60 24.4 53.3 76.7 144.2 1 60 18.2 50.5 i
66 55.9 112.6 150.0 150.0 66 22.2 48.4 69.7 131,1 1 66 16.5 1 45.9 azo Q z
150.0 1 Z
72 51.3 1032 1500.0 160.0 150.0 20A 44.4 63,9 1202 72 15.1 42.1
S
78 18.8 41.0 59.0 110.9 78 - 38.8 ;E It
78 47,3 95,3 150.0 150.0 150.0 7d
--11601.0 160.0 18
18 89.3 160�0 150.0 56,3 M.6 150.0 150.0 18 31.6 45.5 126.4
Z
m cn �9
24 87.0 150.0 1 150.0 150.0 150.0 24 42.2 1 92.0 132.4 150.0 24 23.7 34.1 94.8
30 53.6 142.3 150.0 150.0 150.0 30 33.6 1 73.6 105.9 150.0 30 19.0 27.3 75.8 p CL
36 44.6 118.6 150.0 150.0 150.0 36 28.1 61.3 88.3 1 150.0 36 15.8 22.7 63.2
42 38.3 101.7 150.0 150.0 150.0 42 24.1 52.6 75.7 150.0 42 19.5 54.2 Er-
0 cn
48 50.518" 33.5 89.0 145.4 150.0 150.0 48 - 21.1 46.0 662 140.8 48 132" 17A 47A
54 29.8 79.1 129.2 150.0 150.0 54 - 18.8 40.9 '58.8 125.2 54 15.2 42.1 z Z In
- 16.9 36�8 53,0 112.7 60 - 37�9
60 26.8 71,2 116.3 150.0 160.0 01,
. 66 - 15.3 33.4 48.1 102.4 66 34.5 n
66 24A 64.7 105.7 150.0 150.0
72 22.3 59.3. 1 96.9 139.5 1 160.0 72 - - 30.7 44.1' 93.9 72 31.6 Q
Vj w
78 23.6 54.7 89.5 128.8 1 150.0 78 - 28.3 40.7 863 1 78 29.2
18 62.6 150,0 150.0 - 150.0 150.0 18 - 37.7 82.1 118.3 150.0 18 24.3 35.0 97.4
Z4 46.9 135.1 150.0 150.0 150.0 24 - 213.3 61.6 88.7 150.0 24 18.3 262* 73.0
30
30 37.5 108.1 150.0 150.0 150.0 - 22.6 49J 71.0 150.0 30 21.0 58.4
36 31.3 90.1 150.o- 150.0 150.0 36 - 1&8 411 59,1 1418 36 17.5 48.7 Iz
16.2 35.2 50.7 123,2 42 15.0 41.7
42 25.8 77.2 131.1 160.0 150.0 42 - Z-0
48 5T" 23.5 67.5 114.7 160.0 150.0 48 30.8 44,3 107.8 48 144" 36.5 z
54 20.9 60,0 101.9 146.8 150.0 54 27.4 39.4 95.8 64 32.5
60 18.8 54.0 91.7 1321 150.0 60 24.6 35.5 863 60
�1 29*2
66 17.1 49A 83A 1201 15Q0 66 22A 32,3 _ 78A 615 26.6
16.6 45.0 76:5 110.1 150.0 72 71.9 ! 72 24.3
72
78 22.5
78 - 1 41.6 f0k 101.6 150.0 78 19.0 27.3 65.3
i8 46.3 133.4 150,0 150.0 150.0 18 26.5 57.7 83.1 150.0 18 31.0 86.1
1 Z4
24 34,8 100.0 150.0 150.0 150.0 19,9 43.3 ET-3 150.0
7,4 23.3 64.6
W-'9 2 w
5 974
-3 73-,
1.0 58.4
177
15 41 7
30 27.8 80,0 150,0 150.0 150.0 30 15.9 34.6 49.8 1363 30 18.6 51.7
36 23.2 66.7 1252 150.0 150.0 36 -
26.6 41.5 113.6 36 15.5 43.1
42 19.9 57.2 1073 150.0 150.042 2467 35.6 97.4 42 - 36.9
48 63" 17.4 50,0 93.9 135.1 150.0 48 108" 21.6 31.1 85.2 48 150.1 32.3
54 15.4 44.5 83.4 1202 150,0 54 19.2 27.7 75.7 64 28.7 u
- 40.0 75.1 108.1 15060 60 17.3 24.9 68.1 60 25.8 t
36A 68.3 983 15.7 22,7 62.0 66 23,5
66 150.0 66
72 33,3 20.8 56.8 7-2 21.5 4
78 57.8 B3.2 its
30.8 150.0 19.2 ---62-4 78 t9,9
F
HARiZONTAt MULLION
JK
TYPICAL MULLION ARRANGEMENTS . ........4.7,
VERTICAL
MULLION ARCHES TO BE INSCRIBED
Z SI
INDE RECTANGULAR SHAPE �c :co clj 0
o
2z =I,iplyinM IS)g,vWItb�f!" w
GLAZING GLA71NC < NOTE
aud'
PRODUCT PRIG ucT MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED .S
A'a-pt.-NCBd,i4o G o 'on
VERTICALLY OR HORIZONTALLY. i,iz
It(.4" 1
.. .
GLAZING GLAZING
PRODUCT CRAZING (INTERPOLATION BETWEEN WIDTHS ALLOWED) Byxm�
I
A4* Dade PAII-
.......
(W) Wl T W2
WIDTH - 'Is 4"
W1 W2 MULLION SPAN 2
1.690 .125 1.000
.688 12
.062 1.000 1.506 1k: w
------- 46 .688 4t� E_
.1 Q 0
Q z
.156 TYP 23 Ip
_T
3400
1.732
1.405 4ZOO 0<. z
I'D' W
I Aas
j r
[T4 a.
41100 3, 2
2 4=03,625 3n00 A
X 4
S
S
ia(� --;,t L A
STD TUE
3.000 3.000
3 4L, z i
tr
TYPICAL Go
WINDOW FRAME w m
0
2X MULLION CU .168 w
B063-TS u
LIIOG;�� STD. TUBE MULLIONI X 3
Ll IS, 1 x 3 �-Lle
I-A NOTCH 6.000 1 X 4 1 X 4 1 X 3
OPTIONAL STD, TUBE MULLION 6063-T6 CUSTOM MULLION
6063-r6 Im
CUSTOM MULLION 6063-T6 CUSTOM MULLION
6063-TIS 60153-TS I E- i
Ixx: 2.168 in4 Ixx: 2.218 in.
Ixx: 4.709 Ixx: 4.709 in. Ixx: 2.168 in. Sxx: 1.445 in. Sxx: 1.479 in� U
Sm 2.355 in. Sxx: 2.355 ir� Sxx: 1.445 in� Z
2.000 (FLANGE FRAME) (FLANGE FRAME) (FIN FRAME) g
I
STANDARD TUBULAR SHAPES Ul to
TYP.WALL-.125"ALL ZQ'O_
ALLOY- 6063-T6
750
I' tL
TYPICAL In
GLAZING PRODUCT L r.
Ij Q
.100 12
3.600 z
00 �S.M.S
012 O.C. 4_00D .125 In
1X MULLION CLIP 3.0110- 41100 3625 u
6063-T6
IRD
1,2
oq
MULLIONS CONTAINING
NOTCH TYPICAL GLAZING PRODUCT C4X5.4
OPTIONAL HORIZONTAL OR VERTICAL
Las cai0t>tYB
9
xy SEE WINDOW OR DOOR APPROVAL FOR 2 X 6 2 X 4
FASTENERS SIZES AND SPACING STD. TUBE MULLION STD. TUBE MULLION 6063-T6 1 e
A
o
1
6063-Ts TIM.0 E55
_j lxx:19.645 in! Ixx: 7.649 in
Sxx: 6,549 in3 Sxx: 3.825 m' j
CLIP LENGTH I RECTANGULAR ALUMINUM TUBE MULLIONS
MULL 111;1 INSTRUCTIONS USING MULLION PROPERTIES ONLY
tttttatttJ
USE CHARTS AND GRAPHS AS FOLLOWS.
I x 2 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT ...........
1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING.
. 0
BE
I x 3 2.688' STEP AND CAN USED WITH ALL LAWSON'S MIAMI:-DADE -S 4
STEP 2 USE
SE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. °-'f0•'
NOTCH I X 4 3.686' REQUIREMENTS. o o:�
OP
TIONAL STE 3 •USE CONNECTION TO MULLION AS PER PRODUCT ,-:26
2 X 4 1688* P APPROVAL. NOTES: .4 %1 In 19-1 Z-
=.125
L
MIN. 2 L6 STEP SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET L .0
2-000USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE.
1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 2. MULLIONS MAY BE ORIENTED VERTICALLY OR
SNUG INTO TUBE MULUONS, IN STEP I ASM. •
HORIZONTALLY.
ANGLE CLI 2. WHERE ANGLES ARE NOT FIT SNUG 0 ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS 49
ONS. SEE OPT!ONAL OUSIN 3, REFER TO SHEET I OF 10 FOR TYPICAL MULLION C4
6063-176 INTO TUBE MULLI STEP N SHEET 9.SELECT ANCHOR TYPE WITH DESIGN RATING E
2.000 ANCHOR DETAIL AT SHEET 9 OF 70. MORE IRAN THE DESIGN LOADS SwECIFED IN STEP I ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS.
I
STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS
Width w MULL SPAN 1 1 X3 1 X4 2X4 1 2 X 6 Width w MULLSPAN 1 X3 1 X4 2X4 2X6 Width w) MULL SPAN 1 X3 1 X4 2X4 I 2X6 ca
In
W
F
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
24 150.0 150.0 150.0 150.0 24 139.5 150.0 150.0 150.0 24 33.0 71.6 116.6 150.0 0 0
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
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 "'I °i z
42 150.0 150.0 150.0 150.0 42 79.7 150.0 150.0 150.0 42 18.9 41.0 66.6 150.0 w a v
48 38-318" 150.0 150.0 150.0 150.0 48 74-1/4" 69.7 150.0 150.0 150.0 48 120" 16.5 35.9 5g.3 149.7 0 4 o
54 150.0 150.0 150.0 150.0 54 62.0 134.6 150.0 150.0 64 31.9 51.8 133.1 `Jo o a a
60 150.0 150.0 150.0 150.0 60 55.8 121.2 150.0 150.0 60 28.7 46.6 119.8 3 y F ti
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 c o C p z
23.9 38.9 99.8 = 2 v g
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 a 3 J m o
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 J j
24 150.0 150.0 150.0 156.0 24 96.3 150.0 150.0 150.0 24 24.8 53.9 87.6 150.0 ? :
30 150.0 150.0 150.0 150.0 30 77.1 150.0 150.0 150.0 30 19.9 43.1 70.1 150.0 W
a
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
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 Z B
48 50.5/8" 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 U y 2 E
54 150.0 150.0 150.0 150.0 64 42.8 93.0 150.0 150.0 54 24.0 38.9 100.0 Z
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 z
66 147.7 150.0 150.0 150.0 66 35.0 76.1 123.6 150.0 66 19 6 31 6 81 6 o o
72 135.3 150.6 150.0 150.0 72 32.1 69.7 113.3 150.0 72 18.0 29.2. 75.0 �(n O d
7B 124.9 150:0 150.0 150.0 78 29.6 64.4 104.6 150.0 78 16.6 26.9 69.2 w C
18 150.0 150.0 .150.0 150.0 18 86.0 150.0 150.0, 150.0 18 25.5 55:4. 89.9 156.0 a j m
24 150.0 150.0 150.0 150.0 24 64.5 140.1 150.0 150.0 24 19.1• 41.5 67.5 150.0 [4 F F
30 150.0 150.0 150.0 150.0 30 51.6 112.1 150.0 150.0 30 15.3 33.2 54.0 138.6 o
36 150.0 150.0 150.0 150.0 36 43.0 93.4 150.0 150.0 36 - 27.7 45.0 115.5- ] 2 z
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 Q 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 1 Q z a
54 137.0 150.0 150.0 150.0 54 26.7 62.3 101.2 150.0 64 18.5 30.0 77.0 z a
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 82.6 150.0 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 o
78 94.8 150.0 150.0 15 0.0 78 19.9 43.1 70.0 150.0 78 - 20.8 53.3
18 150.0 150.0 150.0 150.0 18 60.4 131.2 150.0 150.0 18 22.6 49.6 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 59.7 150.0
m
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 36rn
.30.2 65.6 106.6 150.0 36 24.5 39.8 102.2 i
42 130.5 150.0 150.0 150.0 42
V
25.9 56.2 91.4 150.0 42 21.0 34.1' 1 87.6 d0 0
48 63" 114.2 150.0 150.0 150.0 48 108" 22.7 49.2 79.9 150.0 48 150" 18.4 29.6 76.6
54 101.5 150.0 150.0 150.0 16.3 26.5 68.1 "
54 20.1 43.7 71.1 150.0 54 8 z
60 91.3 150.0 150.0 150.0 60 18.1 39.4 64.0 150.0 60 23.9 61.3 i
66 83.0 150.0 150.0 150.0 66 16.5 35.8 58.1 147.0 66 21.7. 55.7
m'
72 76.1 142.4 150.0 150.0 72 15.1 32.6 53.3 134.8 72 19.9 51.1
7B 70.2 131.4 150.0 150.0 78 - 30.3 49.2 124.4 78 - - 18.4 47.2 & �
;4661.�i7�i,
ZEffli
TYPICALMULLION ARRANGEMENTVERTICAL
MULLION ARCHES TO BE INSCRIBED 4• ^.. •==
Z INSICE RECTANGULAR SHAPE F ,•;� L� •�'•»•�"`
:
�QZ NOTEPRODUCTREVISED ron ,n1/sc
GLAZING GRAZING
PRODa3 complying wAh to Prill -;ym�� `++ t =' U:PRODUCT PRODUCT -I a
N N MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED nuiIdRngCode n ;. ! l' '�
3 VERTICALLY OR HORIZONTALLY. nccepanceNo�7�tn�4•!g <
GLAZING GLAZING 71
PRODUCT PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED) Exvver' Dave o° ?fix .3 I
B Fogy�n•, ���-sti �
W1 w2 WIDTH (W)
W! + 3Niam Dude Ylodact a r,+.. _
I I = 2W2 ",�. EW-
�^�^ MULLION SPAN a
a
5/I6•TAPCONS 5/16'TAPCONS MIN. EDGE DIST.
1 1/4" MIN. 1_1/2•MIN.WOOD PENETRATION 1-1/2•MIN.WOOD PENETRATION 2-3/16 CONCRETE OR
EDGE DIST. 2 PER CUP(I ON EACH WING) 7 PER AN h' HOLLOW BLOCK 5/16•TAPCONS 5/16"TAPCONS O yf
/4 1-3/4"MIN.EMBED INTO MASONRY 1-3/4•MIN.EMBED INTO MASONRY m
3 Q
4 PER CUP(2 ON EACH WING) 2 PER ANGLE m C F x
MIN. m O
h J
O TA
I I •'I I•.a Doi�O N Z W
II II II 11
�roi R V r
II II 11 II Z> p m Z H
x II 4 II II Ir 11 II II ... z E
< IL-JI 11 II 2 7/16" II 11 I I I I p 0 p
--------- �) 1 1 I I 2 X 2% 1/B• - 11 II I I I I In w x Z �'
1%FLOATING CLIP 11 II ALUM ANGLE x E MIN,
N ' I \l.lY I I U U G IL JI 11 it 2%2X 1/6'
f BY
__--_ ___-- I I 1%FLOATING CUP p W -T
\ i i WOOD BUCK i i i ' WOOD RUCK I I I'-�I LI ALUM ANGLE Z 3
\. I i i j W Z a3
m E-
7
e E-
F � g
3/4" MIN. 5/16' TAPCONS ANCHORS TYPE 'D' (INTO BLOCK) U
EDGE DIST. 1_1/2 MIN.wooD PENETRATION y y z
PER ANGL ANCHORS TYPE 'G' (INTO CONCRETE) z
4 ANCHORS THRU IX BUCK _
ALL CLIPS AND ANGLES TO FIT SNUG INTO CONCRETE OR BLOCK I
iv INTO TUBE MULLIONS. J1 c J >L
' �z I TAPCONS MAY BE HEX OR FLAT HEAD. 1%4" &.2"K4" MULL
E p�11dW r' 0.U
MIN." CEDGE DIST, lF\�(•+ v a 2E
2-3/16ONCRETE OR (n y ?
A 1 i i i i 4" HOLLOW BLO K 5/16'TAPCONS 5/16•TAPCONS \I' 2 z g
i 2 1i II 1-3/4 MIN.EMBED INTO MASONRY 1-3/4•MIN.EMBED INTO MASONRY
F----------1 yn Q a E`
I I I 2 X 2 X 1/8•
WOOD BUCK 11 1ALUM 2 PER CLIP(1 ON EACH WING) 1 PER ANGLE
1 ANGLE
I I
u u !.
I 1 ALL CLIPS AND ANGLES TO FIT SNUG I `� ' • n . g
ALIERNAM INTO TUBE MULLIONS. -- c r
ANCHOR LOCATION— TAPGONS MAY BE HEX OR FLAT HEAD. '•I r o ti $ a;m
ANCHORS TYPE 'A' - 33
2 ANCHORS INTO WOOD
II II 11 II l �
QII II m Y a
< 18Y IL_JI .. n
I --------- I WOOD BUCK j' 'j 1X FLOATING CUP !' 2 X 2% 1/8-
I
/B• g m
1 1/4" MIN. 1-1/2•MIN.WOOD 1PENETRATION 5/16•TAPCON$ I I I I '1.11 LI ALUM ANGLE c s
N
4 PER CUP 1-1/2•MIN.WOOD PENETRATION I I I I
EDGE DIST. (2 ON EACH YnNc) 2 PER ANGLE I I I I I 1 u
P 2 Z fCV
2? E m 3
N N _ ANCHORS TYPE 'C' (INTO BLOCK) a
I I \Z Z • �' m U
^ ^ n g ANCHORS TYPE 'F' (INTO CONCRETE)
e:a .1a
2 ANCHORS THRU 1X BUCK
11 1 INTO CONCRETE OR BLOCK
r 1/4" MI H m V���..�.•�..... N� ,
1' II n n � Cp' 'a 6..
IL_JI II II 1 1 PRODUCT REVISM- F- !(J N
1 I -J n 2 x 2 x 1/B• / 1 - o` j�: nNi
--------- FLOATING CLIP acildwS O xYlhtffi F1oF+da N n v
1 I I I I I ALUM ANGLE A 1 Build' (:ode L9
N 2 BY I I u u I Y '°B EC:
\ ' ' WOOD BUCK •I ' I I 1 1 AccePln¢ce Na 1!'(J�-4L.' ' 3+ `^�
1 1
I I I I ��
I
I 1 By xm'�+�b•'•..
Mi Dcde PmdelX F.z ..........
ANCHORS TYPE 'B' ALTERNATE a aa1j1
4 ANCHORS INTO WOOD ANCHOR LOCATICN 1JfAAA a
0
5/16"TAPCONS
1-3/4'MIN,EMBED INTO MASONRY MIN. EDGE DIST. y
IN. EDGE DIST. z PER CUP 1 ON EACH WING C
2-3 " OR ( ) 5/15'TAPCONS 2-3 TE OR 5/16'TAPCONS 5/16•TAPCDNS o
4.R ' O MASONR 1-3/4'MIN.EMBED INTO MASONRY 1-3/4"MIN.EMBED INTO MASONRY N
4 OLLOW BLO K 3 4" PER ANL 4" OLLOW BL CK 4 PER CLIP(2 ON EACH WING) 2 PER ANGLE m F
eMIN. _ 3 4.. n m y 2
.. .. - MIN.
• I n i • I. ,o2
2W
Q• + ?>:
W6 ,V) Z
7.O0CO
X w
CONCRETE OR IL-/I CEMENT BLOCK G IL-/I CEMENR BE 'KJ li ij a a .3 G
1C f2 X 2 X i/a- �-J l z x 2%1/a F J
___\-]I CEMENT BLOCK i ! ALUM ANGLE _ i __ _____ _ _ 1 I I 11 ALUM ANGLE , O ••y
I I I FLOA/'C'
I I N I I FLOATING CUP U U
I I I 11 I \ I 2 7 16 I
1 f I 1I I MIN.
Q
V
F
3 1/4"
V .7 pp
.. - •- � � .• �� NULL MIN. MULL ®� Z 4
ANCHORS TYO BLOCK ANCHORS TYPE (INTO BLOCK CIO`] ¢ F
e ANCHORS E 'F' INTO CONCRETE ANCHORS TY INTO CONCRETE a j
2 ANCHORS O CONCRETE OR CEMENT BLOCK 4 ANCHORS INTO C CRETE OR CEMENT BLOCK T` \
1".4" 2"x4" MULL (/f s y
ALTERNATE MULL h 2 2
ANCHOR LOCATION l� a
MULL
A
z
I I I I 1 I -
I
X
IT'---------1 I 1 I
FLOATING CUP
_____________
A i aIa II I N CONCRETE OR N 2 S C
11 1 I \ CEMENT BLDGK _ I I m 3 0 yj
II II 4
II II � 3'
• _ II 11 S g
I '�•�•. 1 •1 1a • I I LL
. • . • I • •-• I• • 1 I • • N N
5/16•TAPCONS V Z I I v
1-3/4'MIN.EMBED I• n I v '•' W U
INTOTAPCONS MASONRY '> - = Z
2 PER CLIP z
(1 ON EACH WING) 5/16' = I Ij S
1 212 1-3/4PMIN.EMBED INTO MASONRY
I 2 PESANGLE 4 ER CUP(2 ON EACH WING)
h
gJi'
V
IT
rt
\Q
I I II II 11 � ..• 're
I I II II it � ...�'•. * .�..�.�/4I
I I II
ALL CLIPS AND ANGLES TO FIT SNUG o I I n II n INTO UBE MULLIONS. 7S£D
£^I
. TAPCO MAY BE HEX OR FLAT HEAD. Ai C.—Ying with theFldd.
.•I 9uilding C.Me 'I"' ;L ul .J• _
E.accepWee
xgiratioR Dile ! �'•=� " M({:GJ•.-1
• v z I •I CLIPS OR ANGLES C NECTED DIRECTLY TO MASONRY TO BE PROTECTED z - G1e•-I I
WITH ALKALI-RESIST T COATINGS, SUCH AS BITUMINOUS PAINT OR BY F'o s�4•'•.,• I
WATER-WHITE METHACRYLA LACOUER, MI Dn&Rodin
rrlle
5/I6-TAPCONS 1-3/4' IN.EMBED `rr Ila
INTO MASONRY- 1 PER ANGLE C
MIN. EDGE DIST. MIN.,.EDGE DIST.
2-3ji6" CQNCRETE QR -3/16CONCRETE OR h ..
4" HOLLOW BLOCK 5/16'TAPCONS a' HOLLOW BLO K 3-3/4" 5/26"TAPCONS E z
_•j 3-3/4" 2-3/4'MIN.EMBED INTO MASONRY MIN. 4 SER'MIN.EMBED INTO MASONRY Q 0
MIN. 4 PER CLIP(2 ON EACH WING) 4 PER CLIP(2 ON EACH WING) h
• \Z �, � \Z M I � a o
.� CLIP LENGTH
a m i 2 Z w
MULL " " a -4 ,
X + i 2 X 4 z r o a N
< i y 2 X 6 5.688' y o o z c
a o
y ! y mid a
ter
2X6 MULL 5/16- PCONS N WOOD BUCK 2x6 MU
! 2-1 'MIN.OABED INTO MASONRY 5/16'TAPCONS ,Z Q
! -' ! 2-3/4-MIN.EMBED INTO MASONRY
! y 4 ER CLIP(2.ON EACH WINO) ! y "' Lxi Z
---------------- ____________i1 3/4' ` 6 PER CUP(2 ON EACH WING) N
y
I 1 3/4-
MIN. ____-__-_---___ -_--__--_._y MIN.
f'��`•1 U �"
I F �
3/a" Z < z
M �
d 2X6 MULL - CLIP LENGTH 2x6 MULL
_J .. W
� a
2X6 MULL .., ..._,. N
------- 4. MULL L.. --------- 5 v
c a• 2 X 4 3.688' ------- •
----
` .• • 4 a �.
7s 2 X_6 5.686' - z_ tN1 z
--
-------------
3-3/4" H"m
MIN. 4 - �
ANCHORS TYPE 'E' (INTO BLOCK! r - -
5 11/16" ALL LIPS AND ANGLES TO FIT SNUG 5
wr TUBE MULLIONS. ANCHORS TYPE 'H' (INTO CONCRETE) Ow au
BUCK
ANCHdRS TYPE 'E' (INTO BLOCK) TAPCON MAY BE HEX OR FLA; D. r
4 ANCHORS THRU IX BUCK o, N N
ANCHORS TYPE 'H' ((HTO CONCRETE) CLIPS OR ANGLES CONNECTED DIREC Y TO MASON TO BE PROTECTED INTO CONCRETE OR BLOCK
2"X6" MULL SHOWNa
ANCHORS INTO CONCRETE or BLOCK WITH ALKALI-RESISTANT COATINGS, S H AS B7UMINOUS PAINT OR
WATER-WHITE METHACRYLATE LACQUER. ;a°
2"X6" MULL SHOWN
U � m
PRODUCT RrVI.SED uF4i � 3� N '�L .•+
mcomplying with the Flo" ._Ul; 44,
L1M44�Cade ��(S%U p
:1 ante No� •QZ�i../`� cjt3" .'�
ExPiratiusr Oare _ � 1', 6 t(:��
Ur c-o°f�i •� y
a
ca
MIN. EDGE 01ST. 5/16"TAPCONS
2-3/16" CONCRETE OR i-3/a'MIN.EMBED INTO MASONRY 3-3/4" CLIP LENGTH h
4' HOLLOW BLO K 4 TOTAL(2 ON EACH WING) MIN. o
MULL "L" Q w,I
1 >< 2 1.688' M h z
1 X 3 2.688" n a o
4
r 1 X a 3.688" q r4
2 X 4 3.688'
W M U u
5.686' zr Tn z "
r2WH�ERE
CLIPS AND ANGLES ARE TO FIT Z q z `t
Y MIN. 1 2.4 or 2.6 Mull I I I I
l l 1 t INTO TUBE MULLIONS, vs m x v o
e i i i 1 i ALIXJM2ANCI. ANGLES ARE NOT FIT SNUGq_-------------U LJ LJ UBE MULLIONS, SEE OPTIONALR DETAIL AT SHEET 9 OF T0, q
Z 3
0 14 S.M.S. j � Q
CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 2/CHANNEL TUBE MULLION y� 6
WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR -a k
WATER-WHITE METHACRYLATE LACQUER, U
N M
~ z z '�
MIN. EDGE DIST. tN�L b2-3/16„ CONCRETE ORr�4 HOLLOW BLO K ®12 F,z/ Lc ) 41/8`TWCK ALUM ULENGTHTO FINTO E MULL191d TUBES MAY BE NOTCHEDAS SHOWN TO ALLOW INSTALLATION
OF CLIP ANGLE E
2 a t
CAULK JOINT AFTER ASSEMBLY �Q
LOCATION OF SCREWS CONNECTING
ANGLES TO TUBES WHERE ANGLES #14 FM SMS2 PER
Gi
ARE NOT FIT SNUG INTO TUBE I i 4�1:R
OLE 1-1/2'
MULLIONS.
o
-----
------------------
3-
5/16'
- - o N
3"
5/16"TAPCONS st4 SMS I
1-3/4-MIN.EMBED INTO MASONRY
PER ANGLE
4 PER ANGLE i 1 ______ _ _ ___ o
TH2 X 2 X 1/8" t 012 FH SMSALUM ANGLE INI OD2 PER CUPI 1"O.C.MIN. ! I 0 I 1Z K E
=_
IT T^3f4"X 2"X t/8"(FOR 23Y TUBE) e #
3/4"X 2"X I/8•FOR(18Y TUBALUM ANGLE
E)
• M CUT TO FIT SNUG SIDE TUBE 'Sn•,3T�* 4 ? 3!, tl
ANCHORS TYPE
METAL TO METAL CONNECTION o •y T w•�'?�'3}'c-4
USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION ye'. n ,�8
PRODU REVTSED e - a
as cemplYiug With the FFxida rn a .T r�
ITMildhig Code'...,!
3-3/4" ALL CUPS AND ANGLES TO FIT SNUG 2P-ral
MIN. INTO TUBE MULLIONS. T;1. y ♦fry ,,dc's iih�.
T 3/4" OPTIONAL ANCHOR DETAIL TAPCONS MAY BE HEX OR FLAT HEAD. N1i Emd.Pie� !a;+ f.3 f
MIN. o E4: "
ANCHORS INTO CONCRETE OR CEMENT BLOCK ¢ E
O
S
mn'aim o$ $rAam oa mei(. &'� $$:' mb" NAm mNmB k'$ nAim�a' nw mnm S'K' n'i,m oa m 'S �
o 0
>
D
b3 'b"t9S- b7 IS l$f3m1 SS$ �n
�z VERTICAL MULLION __ _ _ _ _ _ _ __ _ _
r SPAN �a}3guc"3`3 SSS SS TAat ggIgi;"S 5558�m�`'SSSSSSSo888 SOME SS �O
a - wT85555555 �`6'$ &'lSSSSSSS4555555SSSSSSSSSSSSSSSmmd
D 5 Q R
O bF-�
R ISg gt5�fi 2101® 3�ao�ed b" n18 E98 n mz g'gig$' rb $w 0w g g' g�dg' r&ZZv88uii` �� �`� $8x'S�'EK'8$§' g 4u'x' Si SSS So SSS S SS`8ox' 585Z o S �SSSo8i�555N°0 ' :( 'nFSIS $ES$ 6d _
$
SPAN E
0
z
(P A (N N a
Z
>z i n Z T
C: -G aT:r �j OSOI • +'•mv �w� p1v v°r,! 'mmBSrCI'd'i �i"I''irNlio moi nv `S"V Aw8 T !iN (n"v' $'T� uT $�"� >
D O C) +rnrn t�.uu uu m tv pp aa to mm mm tto� rnrn ww
S
z(' O ..._
Z ,OrOO p
D�a
W =a a X '� m
0.�0 D Wz N ST' Ion i"n nllml$ $,",a �'�' `d'mS' t��'� T� $85 TSmPa n°IT o�' SKa' 8m �iR 8mTSE SS�n
m m '0
C
0�� � n�m � Egw ��JbglnmS�g� S�ggJc� g �"N3 � g$gJbgJS88iggSmrn�
= a
nz�r�
On �'$$$ fS8S8ffiog AQ 2St8S �8g5g � -nN
fSfRRt $ �8? >agd83�� �Jg�4g
N O O
:0 D)rqz x DD �� �ivooQ GISIS uS'iIn?8k3 'm91g gig hj 8l 28m5'99.992'9891:- fsFj8808p
OA CO C77O :8 X118 $go SS 8"g $SS2i
5555 "3'b" ��t;nvSSo Iia' I'i§ �$ S
SSSSES S
U
0 ;00 � ow�a�T pigggAAa%TiYas $oSln"88tziIa'�'o �$ gP."gi ��SB$4aSg��
r O ZJ � Ory.
rn -V
.P z p A m N aI O A N a'ai O L ~ 0 N b:O P N f l OW+ A m N m O A ro N bbl O A m bS�-.J b1 O A m N m 8 Az; 1� S,.
cZi= m g
r
}� 44s �N a N nn
8+ N W V;V:8b N V A N +N W A m~N 8 W 8 to A n W A:n H a}N ONi +9 T W A La V 8 N A N A N O: D
�I >� ISkS $T �$ f3w"a3ro�I $A•a :A: ES"Ja� `{tlo
ET W,ad m i k.942zj0 2u9ATPm9 N„ N S &Smo88E;I'' tt,M:�4-,g W
• SG
v WS<
! o to $k3 !£PJ &�w8nggSW58d'� '9ggggS"oTomm"s� �gg8818p,=- i9goP o,
w
ISES85r'"iuo`$ $o SSS °'8'il al 23 » gigg' Og 5 $S Iib BS
THOMAS J.SOTOS
PROFE 91 NEER
btit5y^• m° k�� $£S O3aS3g SkiYnwGS $ JkRgNlnam' n'BYaE�Tg62
o° ;
-tier Q• �Mg�.,. a.wn.w Noh.: xppp•••�����•� ���--^----qqq ���ppp
tom,,: •A' -Nb chbn a tFtis Sheet p/q/
(((�YYY/f�'/ 8501 N.W. 90 ST.
§5825 t,-h 7 •B• -Revised date For the FBC-2014 MEDLEY, FLQRIGA 33166
I54r) ES', I,l`�� PN No. (305) 696-8660
I C.comptiionee w/FBC 5th Edition (20la1
^yl $ t3F Iti MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS
'moi, t R t �'�y'?�" N.ERAZO 04/27/1 ALUMINUM TUBE MULI.JONS
tSrj'}/ ,aj.'1 �'� N` 'av' N.ERAZO X402/i%1r CLIP/ANCHORS DESIGN PRESSURE CHARTS AND GENERAL NOTES
1'F;,L7' 1 ` n.wmn 6rt.Y Sea4: /yyduce R./..we.Numem D+vw:ne Numen: slug k.v1.4n I+
LAW-AIL--1001 10 OF 10
C