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MIQMI•DlP1DE
11.
C
®MIAMI-DADE COUNTY
• PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.mismidade.gov/p6ra/
Lawson Industries, Inc.
8501 NW 90 Street
Medley, FL 33166
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -
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. PERA
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.
DESCRIPTION: Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I.
APPROVAL DOCUMENT: Drawing No. LAW-ML-1001, titled "Aluminum Tube.Mullions" Sheets 1
through 10 of 10, dated 04/27/10 with revision A dated 01/25/12, prepared by manufacturer, signed and
sealed by Thomas J. Sotos, P.E., bearing the MiQmi-Dade County Product Control Revision stamp with the
Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING:. Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/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 # 10-0610.02 and consists of this page 1 and evidence pages E-1 and
E-2, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 12-0127.07
CMIUAWM4n0►oI q01 Expiration Date: May 30, 2017
rgi1�. Approval Date: March 29, 2012
Page 1
Lawson Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. LAW-ML-1001, titled "Aluminum Tube -Mullions" Sheets i through 10
of 10, dated 04/27/10 with revision A dated 01/25/12, prepared by manufacturer,
signed and sealed by Thomas J. Sotos, P.E.
B. TESTS
1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294
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 8/27/02, signed
and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under NOA# 03-0225.07)
2. 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
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. Droz-Seda, P.E.
(Submitted under NOA# 03-0225.07)
3. 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 NOW 03-0225.07)
4. 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 2/13/96, signed and sealed by Gilbert Diamond, P.E.
(Submitted under NOA# 02-0501.05)
5. 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# 03-0225.06) . y
Manuel.Perez
Product Control Exa ' er .
. NOA No.12-0127.07
Expiration Date: May 30, 2017
Approval Date: March 29, 2012
E-1
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294
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 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under NOA# 03-0225.06)
7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294
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 1/31/96, signed and sealed by Gilbert Diamond, P.E.
(Submitted under NOA# 03-0225.06)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010,
dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by Thomas J.
Sotos, P.E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE '
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-2010, dated January 25, 2012,
signed and sealed by Thomas J. Sotos, P.E.
2. Statement letter of no financial interest, dated May 20, 2010, signed and sealed by
Thomas J. Sotos, P.E.
G. OTHERS
1. Notice of Acceptance No. 10-0610.02, issued to Lawson Industries, Ind. for their
Clipped Aluminum Tube. Mullion w/ and w/o Steel Reinforcement — L.M.I., approved
on 10/06/10 and expiring on 05130/12.
Manuel P. z; P.E.
Product -Control iner
NOA No.12-0127.07
Expiration Date: May 30,207
Approval Date: Marcli 29, 2012
E-2
is
ANCHOR/CLIP
GLAZING
PRODUCT
ANCHOR CLIPHORIZONTAL MULLION
VERTICAL
MULLION
MULLION
GLAZING
GLAZING
RODUCT
PRODUCT
JVERTICAL
ANCHOR/CLIP--)
W2
W3
MULLION SPAN
WIDTH (W) = WI + W2 + W3
2
ANCHOR/CLIP
ANCHOR/CLIP
THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
AND CAN BE USED WITH ALL LAWSON'S MIAMI-DARE
-ANCHOR/CLIP COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS.
HORIZONTAL MULLION RECTANGULAR ALUMINUM TUBE MULLION
GLAZING11 -1
USING MULLION PROPERTIES ONLY
GLAZING
PRODUCT
r-HORIZONTAL MULLION
GLAZING
PRODUCT
r
ti
.I
GLAZING
GLAZING
PRODUCT
PRODUCT
Z
0a+
VERTICAL
s In
MULLION
ANCHOR/CLIP
W7
MULLION SPAN
WIDTH (W) = W1 2 W2 WIDTH (W) = WI z W2
TYPICAL MULLION ARRANGEMENTS
GENERAL NOTES:
3
1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING
+ N
HIGH VELOCITY HURRICANE ZONE (HVHZ).
3
2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE
APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS I.E: WINO LOAD, WATER
INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC,
II
3. MULLIONS ARE APPROVED FOR IMPACT AND NON -IMPACT APPUCATIONS,
INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED.
3
4. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
5. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL.
7. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF
WOOD ANCHORS ONLY,
B. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS,
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET
THE REQUIREMENTS OF THE 2010 FLORIDA BLDG. CODE - SECTION 2003.8.4.
MULLION & CLIP NOTES:
1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET
2 OF 10 FOR DETAILS AND NOTES.
• REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS
2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET
4 OF 10 FOR DETAILS AND NOTES.
• REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS
3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS
3 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES.
+ N ' REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS
3
II
v
x
3
REVISED
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9
1.690
L 125
y s
.062 1,511 _ C
.156 7YP. - - Ar 62 .125 O
O
w < �- I° m y
3.000 1.500 M h o
::�j
4.0OD 4.000 F
1.732 -� 062 .125 �j Q O C! o
3.000 3.062 3.000 'III{ .I15 �- O c .3 w
2 X 4 TYPICAL 2.000 1.732 2A62 = F, v a! 4
h-4.500-�I STD. TUBE WINDOW FRAME
MULLIONLi I o 0= o z
2X MULLION CLIP Ij`.1561 I OD g ax
U L L
8083-78 ABB� II r�.1062�1 F.0762+7-Y. j �
�.102 {�1.000 .156 IO2 IA00�
NOTCH •L' 6.00D 1262 1.188 1.188 ',$ In :8
OPTIONAL STD.XTUBE 1 X 4 1 X 3 1 X 3 1 X 2 1 X 2 W C !;
CUSTOM MULLION C TOM MU LION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION m E
MULLION 6063-T6 6063-T6 6003-76 6063-T6 6063-TB C Z)
Ixx: 2.070 in! Ixx: 1.000 int Ixx: 0.950 in! Ixx: 0.370 in! Ixx: 0.330 in� U
a o Sxx: 1.035 in3 Sxx: 0.667 in3 Sxx: 0.633 in� Sxx: 0.370 in3 Sxx: 0.330 in3 �i a 2.DDD
o (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME} O ~ , Z v
o i STANDARD TUBULAR SHAPES O• M In
:I TYP. WALL - .125' ALL 2.000
(A O
Ij ALLOY - 8083-T6 1400
.750 •I .125
TYPICAL
GLAZING PRODUCT ~ a'
324 IAOD+i
�
400D 2.00D N i �
2.00D .128 2.250 1.000 e
4A00 .125 � Q F
'I 6.000 3.000
.125
4.500 2.000
1X MULLION CLIP 4.000 o a
WIT. lu I lu
g g c
MULLIONS CONTAINING SiD. TUBE MULLION STD, TUBE MULLION STD, TUBE MULLION
L• v NOTCH w' TYPICAL GLAZING PRODUCTS 600J-TB 6063-T6 6063-T6
OPTIONAL HORIZONTAL OR VERTICAL 2 X 6 2 X 4 Ixx: 2070 in4. Ixx: 0.950 in4. Ixx: 0.330 in!
STD. TUBE MULLION STD. TUBE MULLION
Sxx: 1.035 in� Sxx: 0.6331 R4UCT VISE§ 330 in}
o a SEE WINDOW OR DOOR APPROVAL FOR 6083-T6 8083-T6 EUi du gl Coax t61� a
FASTENERS SIZES AND SPACING %% ® a - Ixx: 8.280 in� Ixx: 2.980 ink 8xP Acceret nDa Afl&
Sxx: 2.760 in1 Sxx: 1.490 ins I
ny
k' g
'L'� .L.� RECTANGULAR ALUMINUM T I N•-
INSTRUCTIONS: USING MULLION PROPERTIES ONLY C
USE CHARTS AND GRAPHS AS FOLLOWS. eeeeu ���is
THSE ANO CANLIBE USED WITONS ARE H AL LA SOWS MIAMIED FOR LARGE E-DADECT eeeOgo••,.••••••.��(/j�i���
STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. •'
COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. IL X. o
NOTCH '��' USE APPROVED
TS. GLAZING PRODUCTS MEETING ABOVE LOAD :1 In O p .REQ�B
OPTIONAL lY
STEP 3 SE CONNECTION TO MULLION AS PER PRODUCT NOTES: •1S% ,� FW„ fL;O
.125 MIN. STEP 4 SPECIFY MAXWUM SHIM SPACING.
1. REFER TO THE GENERAL NOTES ON SHEETG)�o�
2.000 USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. o �y yam!
1- 1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED •,• ......
SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE 2. MULLIONS MAY BE ORIENTED VERTICALLY OR
ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS HORIZONTALLY. �e I
6063-T6 INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9, SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION
ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. Q
CLIP
LENGTH
MULL
"L"
1 X 2
1,688'
1 X 3
2.688'
1X4
3.688'
2 X 4
3.688'
2 X 6
5.688'
ULLSPAN IX?
N76..9
38-38"
60d/8" 33.5 89.0 145A
29.8 79.1 M.;
26.8 71.2 116.2
24.4 64.7 1 105.7
22.3 59.3 96.9
20.6 54.7 89.5
62.6 150.0 150.0
48.9 135.1 150.0
37.5 _ 108.1 150.0
31.3 90.1 150.0
26.8 77.2 131.1
67" 23.5 67.5 114.7
20.9 60.0 101.9
18.8 54.0 91.7
17.1 49.1 83.4
15.6 45.0 76.5
41.6 70.6
46.3 133.4 150.0
34.8 100.0 150.0
27.8 Soso 160.0
23.2 66.7 125.2
19.9 57.2 107.3
63" 17.4 50.0 93.9
15.4 44.5 83.4
40.0 75.1
38A 88.3
33.3 62.6
3D.8 57.8
VERRCAL
Iauu.low
ZZZ
CRAZING GRADING � Q
PRODUCT PRODUCT � a
7441,V'
120"
.0
48
84"
21.1
46.0
66.2
140.8
48
132"
.0
64
18.8
40.9
58.8
125.2
64
.0
60
16.8
36.8
53.0
1127
60
.0
66
15.3
33.4
46.1
102.4
66
.0
72
30.7
44.1
93.9
72
.0
. 78
28.3
40.7
85.7
78
.0
18
96"
37.7
82.1
118.3
150.0
18
144"
,0
24
28.3
61.8
88.7
150.0
24
0
30
22.6
49.3
71.0
150.0
30
0
36
18.8
41.1
59.1
143.8
36
0
42
16.2
35.2
50.7
123.2
42
0
48
30.8
44.3
107.8
48
146.8
150.0
64
27.4
39.4
95.8
64
132.1
150.0
-
24.6
35.5
86.3
120.1
150.0
22.4
32.3
78.4
110.1
15D.0
V
20.5
29.6
71.9
�78
101.6
150.0
19.0
27.3
66.3
150.0
150.0
18
108"
26.5
57.7
03.1
150.0
18
160"
150.0
150.0
24
19.9
43.3
62.3
150.0
24
150.0
150.0
30
15.9
34.6
49.8
138.3
30
150.0
150.0
38
28.8
41.5
113.6
36
150.0
150.0
42
24.7
35.6
97A
42
135.1
150.0
48
21.6
31.1
85.2
48
120.1
150.0
54
19.2
27.7 1
75.7
64
108.1
150.0
60
-
17.3
24.9
68.1
60
95.3
150.0
86
15.7
22.7
82. 0
68
90.1
150.0
72
20.8
56.8
72
83.2
150.0
78
-
19.2
52.4
78
HORIZONTAL MULLION
L�1GIADI IS
�i' PRODUCT
3
GLAZING
PRODUCT
PRODUCT
PRODUCT
TYPICAL MULLION ARRANGEMENTS
ARCHES TO BE INSCRIBED
INSIDE RECTANGULAR SHAPE
NOTE:
MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED
VERTICALLY OR HORIZONTALLY.
(INTERPOLATION BETWEEN WIDTHS ALLOWED)
WIDTH (W% = Wt + Wz
>AN 2
a0000
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PRODUCT REVISED
as complyin8with the FlWda.
euildiingCoda
Acceptmoo No
Expimllon Data /,
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2X MULLION CLIP
6063-T6
OPTIONALI�C NOTCH
1.
1 X MULLION CLIP
6063-T6
ti• <'L
r >
NOT
OPTIONAL
125 MIN.
e.000
ANGLE CLIP
2.000 6063-T6
_MULLIONS CONTAINING
TYPICAL GLAZING PRODUCTS
HORIZONTAL OR VERTICAL
SEE WINDOW OR DOOR APPROVAL FOR
FASTENERS SIZES AND SPACING
CLIP
LENGTH
"L"
1.688'
E
2.688'
3.68B'
2x4
3.688'
2 X 6
5.688'
1. ALL CLIPS AND ANGLES ARE TO FI1
SNUG INTO TUBE MULLIONS.
2. WHERE ANGLES ARE NOT FIT SNUG
INTO TUBE MULLIONS, SEE OPTIONAL
ANCHOR DETAIL AT SHEET 9 OF 10.
I
L .i29 IADO
.062� .688 .312 IAOO LSOD
.125r.062� .123 .688
FF t - 125
1.73i
4A00 F
3.00D 3.000
4.0003.625 3.000 2.66E
II
.IBB .102 .156 102 1�1.000 1 X 3 1.188
LL 1.062�1 f-1.062•-1 STD. TUBE MULLION 1 X 3
1 X 4 1 X 4
STD. TUBE MULLION 1 X 3 6063-T6 CUSTOM MULLION
TOM MU L� 6063-76 CUSTOM MULLION 6063-76
6063-T6 6063-T6
Ixx: 4.709 in Ixx: 4.709 in Ixx: 2.168 in! Ixx: 2.168 in, Ixx: 2.218 int
Sxx: 2.355 in3 Sxx: 2.355 in3 Sxx: 1.445 in� Sxx: 1.445 in. Sxx: 1.479 in�
(FLANGE FRAME) (FLANGE FRAME) (FIN FRAME)
1.seD
rn
6.00D .
912' O.C. 4.000 .125
3.625
C4x5.4
. i . 2 X 6 2 X 4
STD, TUBE MULLION STD. TUBE MULLION
6063-TS 6063-T6
Ixx: 19.648 Ixx: 7.649 in
Sxx: 6.549 in� Sxx: 3.825 ini
INSTRUCTIONS:
USE CHARTS AND GRAPHS AS FOLLOWS.
STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING.
STEP 2 RUSE APPROVED EQUIREMENTS. GLAZING PRODUCTS MEETING ABOVE LOAD
STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT
APPROVAL.
STEP 4 SPECIFY WIMUM SHIM SPACING.
USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE
STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
IN STEP 1 ABOVE.
USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS
STEP 6 ON SHEET 9. SELECT ANCHOR TYPE WITH DESIGN RATING
MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE.
PRODUC'FRBVISED
as complying with 111614mida
BuildiuBCodo
Acceplanco
Expiielion Dale
Miami ada ProducT
RECTANGULAR ALUMINUM TUBE MULLIONS
USING MULLION PROPERTIES ONLY
THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE
COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS.
NOTES:
1. REFER TO THE GENERAL NOTES ON SHEET
1 OF 10 FOR BUILDING CODE COMPLIANCE.
2. MULLIONS MAY BE ORIENTED VERTICALLY OR
HORIZONTALLY.
3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION
ARRANGEMENTS OR STACK CONFIGURATIONS.
I'
to 0
to to
M �
M �
N Q 01
cm
m9uf
O �
j2a
:i
J' z
In 00T0.
38- 3/8"
60.5/8"
67"
63"
STEEL
REINFORCED
TUBE MULLIONS
STEEL
REINFORCED
TUBE MULLIONS
STEEL
REINFOR
1 X 3
1 X 4
2X4
2X6
Width w
MULL SPAN
1 X 3
1X4
2X4
2X6
Width w
MULLSPAN
1X3
1 X 4
150.0
150.0
150.0
150.0
!8
74-1/4"
150.0
150.0
150.0
150.0'
18
120"
44.0
95.7
150.0
150.0
150.0
15- 0
24
139.5
150.0
150.0
150.0
24
33.0
71.8
160.0
150.0
150.0
150.0
30
111.6
150.D
150.0
150.0
30
26.4
57.4
150.0
150.0
150.0
150.0
36
93.0
150.0
150.0
150.0
36
22.0
47.8
150.0
150.0
150.0
150.0
42
79.7
160.0
150.0
150.0
42
16.9
41.0
150.0
150.0
150.0
150.0
48
69.7
150.0
150.0
150.0
48
16.5
35.8
150.0
150.0
150.0
150.0
54
62.0
134.6
150.0
150.0
64
-
31.9
150.0
15D.0
150.0
150.0
60
55.8
121.2
150.0
150.0
60
28.7
150.0
150.0
150.0
150.0
66
50.7
110.1
150.0
150.0
66
26.1
00 0
150.0
150.0
150.0
150.0
72
46.5
1n1 _o
1i;n n
11;n n
72
.0 150.0 1 150.0 1 160.0 48 84" 48.2
.0 150.0 150.0 1 150.0 54 42.8
.0 150.0 150.0 150.0 60 38.5
.7 150.0 150.0 150.0 66 35.0
.3 150.0 150.0 150.0 72 32.1
.9 150.0 150.0 1 150.0 711 �a F
VERTICAL
MULLION
j `
GLAZING
PRODUCT
GLAZING
PRODUCT
� 4
96"
0.0
65.6 1 106.6
48
108'•
22.7
49.2
79.9
150.0
64
20.1
43.7
71.1
150.0
80
18.1
39.4
64.0
150.0
66
16.5
35.8
58.1
147.0
Id
72
15.1
32.8
63.3
134.8
78
__
30.3
49.2
124.4
HORIZONTAL MULLION
GLAZNG
�i� PRODUCT
3
GLAZING
GLAZING
PRODUCT
PRODUCT
TYPICAL MULLION ARRANGEMENTS
ARCHES TO BE INSCRIBED
INSIDE RECTANGULAR SHAPE
NOTE:
MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED
VERTICALLY OR HORIZONTALLY.
(INTERPOLATION BETWEEN WIDTHS ALLOWED)
WIDTH (VJ) = WI + w2
'AN 2
24
132"
144"
24.8
53.9
87.6
160.0
���111
®
a
r
z
~ o
C
W 04
a ?
(�
(n
Q
W
p
'-
x o
z
5
a
� z
m
m
P-
u
30
19,8
43.1
70.1
150.0
36
16.5
35.9
58.4
150.0
42
30.8
50.0
128.5
48
27.0 .
43.8
112.5
54
24.0
38.9
100.0
60
21.6
35.0 _
90.0
86
18.6
31:8
81.8
72
78
-
18.0
29.2
75.0
25.5
16.6
55.4
26.9
89.9
69.2.
150.0
18
24
19.1
41.5
67.5
150.0
30
15.3
33.2
54.0
138.6
36
27.7
45.0
42
-
23.7
38.5
48
20.8
33.7
64
18.5
30.0
M77.0
60
16.6
27.0
66
15.1
24.5
6
a
$
19.1
a
3
o
72
-
-
22.5
78
-
-
20.8
53.3
18
160"
22.6
49.0
79.6
150.0
24
16.9
36.7
59.7
150.0
30
29.4
47.7
122.6
z
o
36
24.5
39.8
102.2
42
21.0
34.1
87.8
48
18.4
29.8
76.6
64
16.3
26.5
68.1
60
23.9
61.3
66
21.7
55.7
72
-
-
19.9
51.1
78
18.4
47.2
PRODUCT REVISED
as complying with the FhddD
BuildihS Codc.•'i'�_Q4I
y OOh�g•L��, ..U.•X%;0
��•�� N O PN 4:
1 O F "Ow
oc)m•vJ e
�r
I\
5/16• TAPCONS S/16• TAPCONS MIN. EDGE DIST.
MIN, WOOD PENETRATION 1-1/2" MIN. WOOD PENETRATION 2-3/16" CONCRETE OR
CLIP (1 ON EACH WINC) 1 PER AN 4" iOLL2W BL CK
WOO
D
5/16 TAPCONS
5/16" TAPCONS
3/4"
1-3/4• MIN, EMBED INTO MASONRY
PER CUP
1-3/4" WN. EMBED INTO MASONRY
4 (2 ON EACH WING)
2 PER ANGLE
ID
O
I I
MIN.
tI
M
•I
I
to I
Q� i
•
I 1
I•
I
0+O 0 ,
u N
z I
IL-�I
II II
II II
2X2%1/B•
2 7/16"
11 II
11 11
11 I I
11 11
p W = ;
2 By
I I
,X
FLOATING CUP
I I 11
U u
ALUM ANGLE
MIN.
11 II
11 I I
II 11
GD >F d i
BUCK
1 I
I 1
-------------
WOOD BUCK
IIL,-JI
r 'i
1X FLOATING CUP
11 it
ALUN2ANGLEB-
i 1
I
U u
i
I
I
5/16" TAPCONS
ANCHORS TYPE V (INTO BLOCKS
U
1-1/2" MIN, WOOD PENETRATION
1 PER ANCL
ANCHORS TYPE V (INTO CONCRETES
-
ALL CLIPS AND ANGLES TO FIT SNUG
4 ANCHORS THRU 1X BUCK
INTO CONCRETE OR BLOCK
j
�
INTO TUBE MULLIONS.
1 N4" & 2"x4" MULL
1
I
TAPCONS MAY BE HEX OR FLAT HEAD.
1
W
o
MIN. EDGE DIST.
F
2-3/16" CONCRETE OR
Ul e
ii
4' HOLLOW BLOCK
5/16- TAPCONS
5/,6• TAPCONS
1-3/4• MIN. EMBED INTO MASONRY
1-3/4• MIN. EMBED INTO MASONRY
^
2
WOOD BUCK
I I I I
11
2 X 2 X 1/B•
ALUM AND
2 PER CUP (1 ON EACN WINC)
1 PER ANGLE
M '�
u
'
T
I
T
T
i
ALL CLIPS AND ANGLES TO FIT SNUG
f • "'
w: `�
:a •'
`�
INTO TUBE MULLIONS.
TAPCONS MAY BE HEX OR FLAT HEAD.
,
ANCHORS TYPE 'A'
2 ANCHORS INTO WOODBy
ffvu�
d
---------
FLOATING CLIP
1 INU K I I I I ALUM ANGLE
5/16• TAPCONS 5/16• TAPCONS i�l I I I I U U a
6N. WOOD PENETRATION \
:UP 2 ON EACH WING ,-1/2• MIN. WOOD PENETRATION
( ) 2 PER ANGLE 1 I I I 1 I
1 I G
Z
NZ ANCHORS TYPE 'C' (INTO BLOCK) as
'.1 n g ANCHORS TYPE 'F(INTO CONCRETE)
• •• . 2 ANCHORS THRU IX BUCK
INTO CONCRETE OR BLOCK ���g_..•"••••'
2 BY I
�' i 1 `FLOATING CUP
w0oD BUCK �
I 1
ANCHORS TYPE 'B'
4 ANCHORS INTO WOOD
� 1
I
I
ALTERNATE _
ANCHOR LOCATION
IW
v1o.4i rA O
.y
19
#IN. EDGE DIST, 5/16" TAPCONS
116" CONCRETE OR 1-3/4" MIN. EMBED INTO MASONRY
HOLLOW BLO K 2 PER 3U' ION EACH WNG) 5/16" TAPCONS
/4 1-3/4" MIN. EMBED INTO MASONRY
MIN. it 1 PER ANGLE
y
• a� •• ,; b Ova
a'
X 2 X
1/8"
UM ANCLE
CLIP
-� ANCHORS TYPE TYPE 'C(INTO BLOCK)
ANCHORS TYPE 'F' (INTO TYPE 'F' (INTO CONCRETE
2 ANCHORS INTO CONCRETE OR CEMENT BLOCK
ALTERNATE
ANCHOR LOCATION
r- NULL
1-3/4" MIN. ENDED INTO MASONRY
.1 A 2 PER CUP (1 ON EACH WING)
ANGLE
I
MIN. EDGE DIST.
2-3/16" CONCRETE OR
4' HOLLOW BL CK
5/16" TAPCONS
5/16" TAPCONS
3/4'
1-3/4" MIN. EMBED INTO MASONRY
1-3/4" M. EMBED INTO MASONRY
i
I
4 PER CUP (2 ON EACH WING)
2 PER ANGLE
b
MIN.
.4.•••
M W L
2L Y o C
'
om
IICONCRETE
OR
plull",
d
LCEMENT
BLOCK
2 X 2 X 1 B
7/16
FLOATING CLIP
I I
ALUM
ANGLt'-2
3 10
N. MIN.
MULL ® H
c
4
ANCHORS TYPE TYPE 'p�INTO BLOCK)
ANCHORS TYPE 'G' (INTO CONCRETE) h
4 o
4 ANCHORS INTO CONCRETE OR CEMENT BLOCK
1"x4" & 2"x4" MULL
I�� Z
MULL `r_lT7 FI
` z
I I
I I
I
I I I I
I 1 1 I �FLOAT
I INC CUP
1 1I JI
CEMNCR ENT BLOCK
� �;'
7yy If-71
z
• 5/16" TAPCONS 1
1-3/4" MIN. EMBED INTO MASONRY a
4 PER CLIP (2 ON EACH WING) '
I I u II II ALL CLIPS AND ANGLES TO FIT SNUG
I M II II 11 INTO TUBE MULLIONS,
o ;'� 4• TAPCONS MAY BE HEX OR FLAT HEAD.
'••o'r •'•�''' M CUPS OR ANGLES CONNECTED DIRECTLY i0 MASONRY TO BE PROTECTED
• WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR
5/1IT"APCONS WATER -WHITE METHACRYLATE LACQUER.
1-3/4" MIN. EMBED INTO MASONRY
1 PER ANGLE
FWVOCT REVISfiD9
ascoutplyingwith the@Ie %
BuildfngCodo ._ _,,,_'.
O
Lo * H
MIN. EDGE DIST.
1/16" CONCRETE OR
ANCHORS TYPE 'E' (INTO BLOCK)
ANCHORS TYPE 'H' (INTO CONCRETE)
ANCHORS INTO CONCRETE or BLOCK
2"X6" MULL SHOWN
5/16' TAPCONS
1-3/4' MIN. EMBED INTO MASONRY
4 PER CUP (2 ON EACH WINO)
CLIP LENGTH
MULL
2 X 4 3.688'
2 X 6 5.688'
1 MULL 5/16' TAPCONS
1-3/4' MIN. EMBED INTO MASONRY
/ \ 4 PER CLP (2 ON EACH WING)
MIN. EDGE DIST.
✓16" CONCRETE DR
I. rr4. � •,.M
CLIP LENGTH
MULL
2 X 4
3.688'
2 X 6
5.688'
WOOD
's
5/16' TAPCONS
1-3/4' MIN. EMBED INTO MASONRY
cpy
•I�{
4 PER CUP (2 ON EACH WING)
O O p
F
10 y
O
Z
iii
M00
V
CO
e
��
0
CA
moo
w
f°
iY R
b
B0 o
En
z
5 MULL 5/16' TAPCONS
1-3/4' MIN, EMBED INTO MASONRY
4 PER CLIP (2 ON EACH WINO)
Z
O
0:
V
1 3N4"
MIN.
-2X6 MULL -
W
___________Ci
1 g
6
----------- •'.
H
ANCHORS TYPE 'E' (INTO BLOCK)
ALL CLIPS AND ANGLES TO FIT SNUG
INTO TUBE MULLIONS. ANCHORS TYPE 'H' (INTO CONCRETE)
TAPCONS MAY BE HEX OR FLAT HEAD.
4 ANCHORS THRU 1% BUCK
INTO CONCRETE OR BLOCK
CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 2•A6" MULL SHOWN
WITH ALKALI —RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR
WATER —WHITE METHACRYLATE LACQUER.
WOOD
PRODUCT REVISED
...Plying with the P)ptlde
Building Code ,,nn ^^IInpnn /;
I MIN. EDGE DIST. 5/16' TAPCONS
2-3/16" CONCRETE OR /''1-3/4' MIN. EMBED INTO
4"_ HOLLOW BLOCK / 4 TOTAL (2 ON EACH WIN
.�2E
. i1r,
2 16
„ MIN.2.4 or 2x6 Mull i i
1 1
1 1 ii ii
I 1 I I
1 1 I. I
ICLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTEDI
WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR
WATER -WHITE METHACRYLATE LACQUER.
MIN. EDGE DIST.
2-3/16' CONCRETE OR
4" HOLLOW BLOCK
LOCATION OF SCREWS CONNECTING
ANGLES TO TUBES WHERE ANGLES
ARE NOT FIT SNUG INTO TUBE
MULLIONS.
5/16' TAPCONS
1-3/4' MIN. EMBED INTO MASONRY
4 PER
2 PER ANGLE
2 X 2 X 1/8'
ALUM ANGLE
OPTIONAL ANCHOR DETAIL
ANCHORS INTO CONCRETE OR CEMENT BLOCK
2x2x 1/a•
ALUM ANGLE
CLIP LENGTH
MULL "L"
I X 21
1.688'
1X3
2.6B8'
I X 4
3.688'
2 X 4
3.688'
2 X 6
5.6BB'
1. ALL CLIPS AND ANGLES ARE TO FIT
SNUG INTO TUBE MULLIONS.
2. WHERE ANGLES ARE NOT FIT SNUG
INTO TUBE MULLIONS, SEE OPTIONAL
ANCHOR DETAIL AT SHEET 9 OF 10.
A 14 s.M.S.
2/ CHANNEL, (TUBE MULLION
#12 F.H. S.M.S._'
2/ SIOE I I
1/8' THICK ALUM CHANNEL I
LENGTH TO FIT SNUG
INTO MULLION I ; TUBE MULLION
TUBES MAY BE NOTCHED
AS SHOWN TO ALLOW INSTALLATION
OF COP ANGLE
CAULK JOINT AFTER ASSEMBLY
014FM 2 PER CUP
ACCESS HOLE 1-1/2. O.C. LAN.
I
______ _____ -_--__
THIS SCREW CAN BE I 1
INSTALLED W EITHER I I Y12 FH SMS j I
2 PER CLIP
DIRECTION wp IA I I.
O.C. MIN. I I
I I 1 I
1-3/4' X 2' X 1/V (FOR 28Y TUBE)
3/4" X 2' X 1/8' FOR (18Y TUBE)
ALUM ANGLE
CUT TO FIT SNUG INSIDE TUBE
ANCHORS TYPE 'I'
METAL TO METAL CONNECTION
USE CHARTS FOR ANCHOR TYPE '1' TO VERIFY CAPACITY OF CONNECTION
PRODUCE RBVLSBD
as complying with Ills FWdn
Ljuilding Codo
ALL CLIPS AND ANGLES TO FIT SNUG A""_ No
INTO TUBE MULLIONS. Cxpimtion i)ola
TAPCONS MAY BE HEX OR FLAT HEAD.
tyiami Ado Plodvcl
'0
�co
M co
o �
3oL3 I
z o 1
Z
0 IJ i
m 2 a 1
ROM.
383/8
74114
24
100
160 1
150 t
150
150 1
150
1 150
150 1
150 1
24
3D
80
150
15D
150
150
150
1 150
150
150
30
38
87
133
160
150
150
150 j
150
150
160
36
42
57
114
131
150
160
147
150
150
150
42
48
5p518
50
70
115
150
150
128
150
150
137
48
84
54
44
69
102
150
150
114
150
15D
122
64
60
40
80
92
138
150
103
150
160
110
60
68
36
73
83
128
150
W
140
150
100
66
72
33
67
78
115
150
85
129 1
150
91
72
67 44 1 89 1 102 1 150 1 160 1 114 1 150 1 150 1 122 11 48 1 88 R
53
39 78 91 138 110 101 150 150 108 54 47
35 71 62 123 150 91 137 150 97 80 42
32 84 74 111 148 63 125 150 89 88 3830 59 68 1132 138 78 114 150 61 72 35
64 38 71 82 123 150 11 R2 138 150 98 5108
4
-ANCHOR/CUP ANCHOR/CUP
f-HORIZONTAL MULLION ANCHOR CLIP NOTES:
J
VERTICAL
0
MULLION
3
GLAZING
GLAZING
f
PRODUCT
PRODUCT
F
CHOR/CLI
�, ,r
W1 W2
TYPICAL ML
" ctAZING
PRODUCT
,
GLAZING
GLAZING
..I
:3
PRODUCT
PRODUCT
z d
3
�N
ANCHOR/CUP
U1
HORIZONTAL MULLION
SPAN
VGEMENTS
150
45
1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER
TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES.
2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE
3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN
THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING.
4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER
LOCATIONS AT HEAD, SILL OR JAMB ENDS.
5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED.
42
84
1 97
1 146
150
108
1 150
150
116
1 ' c
34
87
1 77
1 116
150
67
130
150
93
co c
120
28
58
1 65
97
129
72
109
144
77
< 1 t
p Ao
0 ^
24
48
1 55
83
111
82
93
124
66
21
42
1 48
73
97
54
81
108
58
'
19
37
43
65
88
48
72
98
51
17
34
39
58
77
43
65
87
46
15
31
35
53
70
39
59
79
42
a z° i
c w x ,
S a y
14
28
32
49
65
38
54 -1
72
39
13
26
30
45
6033
50
67
38
51
102
117
1 150
150
1 131
150
150
140
38
77
86
132
150
98
146
150
105
31
61
70
106
141
79
118
150
B4
26
51
59
88
117
W
99
131
70
22
44
50
76
1
59
85
60
;
132
18
38
44
86
88s
49
74
95
98
53
U
17
34
39
59
78
44
66
87
47
15
1 31
1 35
63
70
39
59
79
42
14
28
32
48
64
36
54
72
38
®
~
B
c
13
129
1 44
69
1 33
49
66
35
12
24
27
1 41
54
30
46
61
32
c
(a c
47
94
108
1 150
15O
12D
150
150
129
35
70
81
121
150
9u
136
150
96
~ c
28
66
65
97
129
72
109
144
77
C
h F
23
47
64
81
108
60
90
120
s4
144
20
40
46
69
92
52
78
103
65
h�
Q
18
35
40
81
81
46
68
90
48
16
31
98
!i4
72
40
60
80
43
14
28
32
49
65
33
54
72
39
�-.4
z
13
28
29
44
89
33
49
88
35
34
67
1 77
1 116
150
1 87
27
54 1
.62 1
93
124
69
22
- 45
52
78
103
58
18
38
44
67
88
49
150
17
34
38
68
77
43
15
30
34
62
69
38
13
27
31
47
62
35
12
24
28
42
58
31
7 1 48 1 27 140 53
28
12
.LL
0
.� LL
PRODUCT REVISED
w complying with the FWdO
Building Codo ^O
Accep,__ No
,
Bx irelton Date 17
Bpp
...n.
•1510
Mimni BdeProduM
�
0�p'ye r-
a
SINGLE HUNG ELEVATION (LARGE MISSILE IMPACT)
53 WIDTH -{ j�5 UNIT WIDTH
-50' 0' GLASS
50"S DLO-� r50" GLASS DLO -
O III GLASS
1 50 114"
76" GLASS
UNT
HEIGHT 1 I O I 1 DLO
"A,
4
48 118" GLASS DLO
51 5/8° SASH WIDTH
EQUAL SPLIT (53 1/8" X 76")
DESIGN PRESSURE RATING: +/- 70 PSF
® 37" UNIT WIDTH
33 7/8" GLASS DLO
I � I
op ?-I.,
I I
1 O 271/2°
I GLASS
g t I I DLO
I I
63"
UNIT
HEIGHT
I I
32 3/8' 27 1/2"
c 'q GLAac
iHlI DL
I
32" GLASS DLO
35112" SASH WIDTH
EQUAL SPLIT (37" X 63")
DESIGN PRESSURE RATING: +/- 80 PSF
GLASS
UNIT
4 IIII25 DLO/4"
GLASS
48 1/8" GLASS DLO
51 5/8" SASH WIDTH
ORIEL (53 1/8" X 84")
DESIGN PRESSURE RATING: +/-70 PSF
TABLE OF CONTENTS
ALUMINUM IMPACT REQUIREMENT:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
THE FLORIDA BUILDING CODE, CURRENT EDITION
2. GLAZING OPTIONS: (SEE SHEET 3)
3. CONFIGURATIONS: "O/X".
4. DESIGN PRESSURE RATINGS (SHEET 3)
-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM
E-1300.
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST
PRESSURES AND GLASS TABLES ASTM E-1300.
5. ANCHORAGE: THE 33 1/3 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF
THIS PRODUCT. SEE SHEETS 6-7 FOR INSTALLATION DETAIL. WIND LOAD DURATION
FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED.
7. ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEALANT USED AT ALL FRAME
JOINTS.
8. REFERENCE TEST REPORTS: NCTL-210-3795-1, -1A, -2, -2A ,-3, -3A
9. SERIES / MODEL DESIGNATION SH-3700.
10. ix OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO
PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS
RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD.
11. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 =
FIXED SASH
12. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION
GENERAL NOTES & ELEVATIONS .......... 1
ANCHOR SCHEDULE & NOTES...............2
LUCAS A. TURNER, FL P.E. 58201
INITIAL RELEASE 6/11/2012
DP CHARTS & GLAZING DETAIL.............3
EXTRUSIO
NSTALLLATION DETAIL .........................6&7
-����NDRE .�7G._
IpArap"AIOA",
Lucas Tumer rf
2012-06-1213:25-04:00 1-
I -
PROPRIETARY AND CONFIDENTIAL 6/12/2012
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED.
6. � WINDOWS & DOORS
900 SW 44TH AVE.
ICALA, FLORIDA 34474
ITLPGENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT
ERIES: 3700 IN BY: TEF DATE: 05/17/2012
oDEL:ALUM SINGLE HUNGr'LE:CA NTS DWG' No'CWS-726
. LETTER: SHEET: 1 OF 7
9
SEE NOTE 2
SEE NOTE 2 6' MAX. - 14 1/4" -{ A E
MAX O.C.
6" MAX 12 1/2" 1
O.C.
6" MAX _ 6• MAX i INSTALLATION
MAX 6" MAX
I / I I I ANCHORS,SEE
131/2. NOTES (TYP)
191/2' I I INSTALLATION
MAX O.C. ANCHORS, SEE I I
NOTES (TYP) I O
I I I INSTALLATIOP
J�� � I 11 aa1•^ I I ANCHORS, SE
�y4" I I NOTES (TYP)
4" I 4
q• I I
4'
� I
I X I I X
MMAX O.C. I I B B
16
ANCHOR LAYOUT
EQUAL SPLIT 37" X 63"
THRU FRAME (MASONRY, WOOD OR METAL OPENING)
A
ANCHOR LAYOUT
EQUAL SPLIT 53" X 76'
THRU FRAME (MASONRY, WOOD OR METAL OPENING)
ANCHOR LAYOUT
ORIEL 53" X 84"
THRU FRAME (MASONRY. WOOD OR METAL OPENING)
NOTE 2
NOTES:
1. A) MASONRY, WOOD, OR METAL OPENING: INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR LOCATIONS SAME AS HEAD.
2. SHIM AS REQ'D AT EACH INSTALLATION. ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114" FOR MASONRY OR WOOD, AND 1/8" FOR ALUMINUM. USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT.
3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.
4. 3/16' DIA. ELCO ULTRACON FLAT MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2-1/2" SHALL BE ACHIEVED IN
EITHER DIRECTION.
#10 WOOD SCREW ANCHORS (FLANGE INSTALLATION THROUGH FRAME) MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8- INTO 2 BY WOOD
BUCK.
MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN EITHER DIRECTION.
6. #10 SMS SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS.
7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL DISSIMILAR MATERIALS OR MATERIALS IN CONTACT
WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS.
B. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL
LUCAS A. TURNER, FL P.E. 58201
- INITIAL RELEASE 6/11/2012
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW.
9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES:
,,1100011��4
Pp1DRE4,
A. WOOD -MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER)
YC E NiL �'
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI.
MASONRY STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). -
`,��JG%?.-
WADOWS &DO ORS
C. -
D. ALUMINUM - 1/8" THICK MIN., 6063 T5 MIN.
No 58201 ¢
1900 SW 44TH AVE.
CALA, FLORIDA 34474
E. STEEL - 1/8" THICK MIN., 30 KSI MIN.
-TITLE,
10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE ��
F 4'�
STATE OF :4U
ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT
OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE CURRENT
�9O �•
��'� '•'�
ERIES:
3700
RAWN BY:
TEF
DATE:
OS/17/2012
VERSION OF THE FOLLOWING REFERENCE DOCUMENTS:. 6/12/2012
FMA/AAMA100(FIN WINDOWS), FMA/AAMA200(FLANGE WINDOWS), PROPRIETARY AND CONFIDENTIAL
OP,: \_,��
iO R10 �
��•�iNAu>�?�`,
ODEL:ALUM SINGLE HUNG
CALF: NTS
DWG. NO.:CWS-726
IS THE SOLE PROPERTY OF CU�Fs
THE INFORMATION FMA/WDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS). WINDOW SYSTEMS,INC.ANY EREPRODUCD IN THIS TIONI IN PART OR AS A WHOLE WITHOUTTHE
EV. LETTER:
SHEET:
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED.
20F7
5116" OVERALL
1/8" ANNEALED
.090 DUPONT PVB INTERLAYER
1/8" ANNEALED
4) PURFECT GLAZE "H"
OR SIKAFLEX 552
3/4" GLASS BITE
GLASS TYPE A - SASH
5/16" OVERALL
1/8" ANNEALED
.090 DUPONT PVB INTERLAYER
1/8" ANNEALED
1ID4 PURFECT GLAZE'H'
OR SIKAFLEX 552
3/4" GLASS BITE
GLASS TYPE A - FIXED
PROPRIETARY AND CONFIDENTIAL 6/12/2012
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED.
MODEL
DESIGN
PRESSURE (PSF)
MAX
SIZE
SASH
GLASS
FIXED
GLASS
OX (EQUAL)
+80/-80
37" x 63"
A
A
+70/-70
j
53" x 76"
A
A
I
OX (ORIEL)
+70/-70
53" x 84"
1 A
B
7/16" OVERALL
3/16" ANNEALED
.105 DUPONT PVB INTERLAYER
3/16" ANNEALED
34 PURFECT GLAZE "H"
36
OR SIKAFLEX 552
I I
I I
3/4" GLASS BITE
GLASS TYPE B - FIXED
LUCAS A. TURNER, FL P.E. 58201 1- (INITIAL RELEASE
6/11/2012
Lam- WINDOWS & DOORS
900 SW 44TH AVE.
)CALA,FLORIDA 34474
ITLE: DP CHART / GLAZING - LARGE MISSILE IMPACT
ERIES:3700 RAWN BY: TEF DATE: 05/17/2012
IODEL:ALUM SINGLE HUNG GALE: 1:1 DWG. NO.:CWS-726
EV. LETTER: SHEET: 3 OF 7
EXTERIOR INTERIOR
ISECTION A -A
o
PROPRIETARY AND CONFIDENTIAL 6/i�l �
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY O
WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITI
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED.
INTERIOR
EXTERIOR
SECTION B-B
NOTES:
1. ITEMS 14, 16, 18, 21, 22, 26, & 27 ARE NOT SHOWN FOR CLARITY. ITEM 29 IS NOT USED
ON THIS PRODUCT.
LUCAS A. TURNER, FL P.E. 58201 - INITIAL RELEASE _
P11DRE4y T �!". �GEIVS.;�Qti.�� WINDOWS & DOORS
No 58201 '. P : 1900 SW 44TH AVE.
CALA, FLORIDA 34474
�: ¢+ ITLE: SECTION VIEWS -LARGE MISSILE IMPACT
13 STATE OF :4u ERI S: 3700 RAWN BY: TEF Df
,;6 � OR1�Q'����ODEL: CALE: DV
a _ rd : ALUM SINGLE HUNG NTS
6/11/2012
05/1
4OF7
Item
Die # IDescription
Vendor
Material
1
H-1934
Fxd. Mtg. Rail
Keymark
Aluminum
2
H-1946
Sash Meet. Rail
Keymark
Aluminum
3
H-1947
Sash Bot./Pull Rail
Keymark
Aluminum
4
S-1931
Fr. Head
Keymark
Aluminum
5
S-1932
Fr. Sill,
Keymark
Aluminum
6
S-1933
Fr. Jamb
Keymark
Aluminum
7
S-1935
Reinforcement
Keymark lAluminum
8
S-1936
Scm. Adapt.
Keymark jAluminum
9
S-1939
Sash Side/Top Rail
Keymark
Aluminum
10
S-1941
Glazing Bead, (5/16" Glass)
Keymark
Aluminum
11
S-1954
Sash Stop
Keymark
Aluminum
12
S-1956
Sill Latch
Keymark
Aluminum
13
P-3018
Wstp., .300 x .187 Bulb Vinyl
Amesbury
Nylon
14
P-3029
Screen Pull Tab
Summit
Steel
` 15
P-3033
Screen Spring, SS
FlaScm
SS
j 16
P-3046
Take Out Clip
" 17
P3218
Screen Frame
Allmetal
Alum
18
P-3228
Screen Spline, .155 Dia., Blk.
Dapa
Nylon
19
P-3305
Wstp., .270 x .187 Black SoftTouch Center Fin, Black
Ultrafab
Nylon
20
P-3309
Wstp., .210 x .187 Black Soft Touch Center Fin, Black
Ultrafab
Nylon
21
PM21
Screen Frame Corner Key
Allmetal
Alum
22
P-3342
Seam Sealer, SM-5504
Schnee
23
P-3352
Set. Blk., 85 Dur., 1/8" x 5/8" x 2" Lg.
Frank Lowe
24
P-3443
Wstp, .290 X.187 Black, Bulb Vinyl, Hollow
Ultrafab
Nylon
25
P-3515
#8 x 0.625 Ph FH Type A SMS
Fastenal
Steel
26
P3581
Screen Cloth, 18 x 16 Fiberglass
Phifer
27
P-4144
#8 x 1" w/ 1/4" lead Quad PH Type A SMS
Fastenal
Steel
28
P-4707
Sweep Lock
Lawrence
Nylon
30
1 P-4959
jWstp., .420 x .187 back PolyFin, Gray, SoftTouch
Ultrafab
Nylon
31
P-5228
Sash Cam
M&M
32
Balancer
Caldwell
33
GLASS
See Sheet 3
34
Purfect Glaze "H" or Sikallex 552
Henkel/Sika
35
P-5244
Closed Cell Pad, 1-1/2"xl-1/4"x3/16"
Viscor
36
S-1949
Glazing Bead, (7/16" Glass)
Keymark
Aluminum
ITEM 29 IS NOT USED ON THIS PRODUCT.
SASH CORNER FRAME CORNER FIXED MTG RAIL
CONSTRUCTION CONSTRUCTION CONSTRUCTION
2
27
27
SMALL JOINT SEAM SEALANT
USED AT ALL FRAME JOINTS
Fes--- 2 3/4" -7
I 4
2 V l 1/16'
E
S-1931
HEAD, FRAME
3
2 1/2°
v1s°
2 5/16" 2
H-1946
MTG RAIL, SASH
a13116"
1 1/8"- 1/16'F I
1/z" z 1/2" 1
S-1932
SILL, FRAME
2 5/8
2 3/16" 2
s
S-1933
JAMB, FRAME
5/8'
050 I IZI
F3/4"�
S-1941
GLAZING BEAD, 5/16"
PROPRIETARY AND CONHDENTIAL 6/12/2012
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED.
H-1934
MTG RAIL, FIXED
I
1/16"
H-1947
BOTTOM RAIL, SASH
LUCAS A. TURNER, FL P.E. 58201
NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-TB
13/16"
7
7/8 1 1/4'
S-1935 S-1956
REINFORCEMENT LATCH, SILL
I 36 r1/2"
s 1116"
1 3/4. .050
3/4"-A
S-1939 S-1949
SIDE RAIL, SASH GLAZING BEAD, 7/16"
11
5'4 /16
13/ fi I 1/16° 9/ 6"
LF- 1 7/16-- I e
S-1954 S-1936
SASH STOP SCREEN ADAPTOR
RELEASE 1 6/11/2012
SW 44TH AVE.
A, FLORIDA 34474
EXTRUSIONS/BOM - LARGE MISSILE IMPACT
S' 3700 HAWN BY: TEF DATE: 05/17/2012
ALUM SIGLENHUNG CALE: NTS DWG. NO.:CWS-726
EV. LETTER: SHEET: 5 QF 7
7
21/2_ MIN. EDGE DIST.
(C]
EXTERIOR FINISH :•
BY OTHERS
D • p
D
IPERIMETER SEALANT
BYINSTALLER
'SEALANT BEHIND —
FLANGE BY
-� INSTALLER
•DD
1 BY WOOD BUCK BY OTHERS.
—111L4" MIN. EMBEDMENT
[A]F 1/4" MAX SHIM
[C]
[B]
1 1/4" MIN. EMBEDMENT
SEALANT BETWEEN BUCK
101
AND OPENING BY OTHERS
CONCRETFJMASONRY
' CONCRETE/MASONRY
• ;.-BYOTHERS
BY OTHERS
•'a'e
o •
INSTALLATION ANCHOR,
1 BY WOOD BUCK BY
1C4"DIA. MASONRY SCREW.
OTHERS. [A]
a.e..
4
1/4" MAX SHIM
1 2" MIN. EDGE DIST. ' 4� . -A
[B]
[Cl °
SEALANT BETWEEN BUCK
INSTALLATION ANCHOR,
AND OPENING BY OTHERS 1
114" DIA MASONRY SCREW
101
EXTERIOR FINISH J
BY OTHERS
PERIMETER SEALANT
BYINSTALLER
B HORIZONTAL SECTION
6 FRAME (MASONRY INTO 1X BUCK)
EXTERIOR INTERIOR
SEALANT BEHIND
FLANGE BY INSTALLER
INSTALLATION ANCHOR,
1/4" DIA. MASONRY SCREW.
[C]
SEALANT UNDER SCREW
PERIMETER SEALANT
HEAD BYINSTALLER
BYINSTALLER
1/4" MAX SHIM
IS]
EXTERIOR FINISH
BY OTHERS
I> ° ' °
o • ° • o D ,
'
° D. o
, °
o p1>
1 14" MIN. EMBEDMENT
°°p
p
°,D° DooD °
°. •o
D °.°p°,°p
Ic1
D
D . o • °D °•p° D C°
o
D • ° ° • o
,o•°D DpDpp°
°
o ° D.o D.o
CONCRETEWASONRY [C1/2° MIN EDGE DIST y�
BY OTHERS VERTICAL AL 6/12/2012
qe FRAME
PROPRIETARY AND WING IS DE SOLE
6 FRAME (MASONRY) THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OFCUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED.
INTERIOR
EXTERIOR
SEALANT BEHIND
FLANGE BYINSTALLER
LUCAS A. TURNER, FL P.E. 58201
1/4" MAX SHIM
[B]
13/8" MIN. EMBEDMENT
[D]
MIN EDGE DIST
[D]
INSTALLATION ANCHOR,
#10 WOOD SCREW.
[D]
2 BY WOOD BUCK
BY OTHERS. [A]
SEALANT BETWEEN BUCK
AND OPENING BY OTHERS
EXTERIOR FINISH
BY OTHERS
PERIMETER SEALANT
BYINSTALLER
C HORIZONTAL SECTION
6 FRAME (2X WOOD BUCK)
NOTE: HEAD AND JAMB
SIMILAR FOR 2BY INSTALLATION.
SILL INSTALLATION SAME AS
SHOWN BELOW.
REFERENCE NOTES:
[A] SEE NOTE 10, SHT 1
[B] SEE NOTE 2&3, SHT 2
[Cl SEE NOTE 4, SHT 2
[D] SEE NOTE 5, SHT 2
RELEASE 6/11/2012
dIIIIIIIII WINDOWS & DOORS
SW 44TH AVE.
.A, FLORIDA 34474
INSTALLATION DETAIL THRU FRAME- LARGE MISSILE IMPACT
': 3700 HAWN BY: TEF DATE: 05/17/2012
"'ALUM SINGLE HUNG cALE: NTS ' - No.:CWS-726
EV. LETTER: SHEET: 6 OF 7
SEALANT BEHIND FLANGE
BYINSTALLER [D] INSTALLATION ANCHOR,
/;" MAX SHIM #10 SCREW
[
B [C]
EXTERIOR
PERIMETER SEALANT
BYINSTALLER
INSTALLATION ANCHOR,
#10 SCREW
=ALANT
#1 O'SCREW
[C]
BYINSTALLER
E HORIZONTAL SECTION
7
p HORIZONTAL SECTION
PROPRIETARY AND CONRDENTIAL 6/12/2012
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED.
LUCAS A TURNER, FL P.E. 58201
REFERENCE NOTES
[A] SEE NOTE 11, SHT 1
[B] SEE NOTE 2&3, SHT 2
[C] SEE NOTE 6, SHT 2
[D] SEE NOTE 9, SHT 2
[E] SEE NOTE 9, SHT 2