WS-19-162Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Permit NO.: WS-01-19-162
D�. - Lo'r
Permit Type: Windows/Shutters
7assifrcation: Window/Door Replacement
Permit5tatus: Approved
Issue Date: 02/20/2019 1 Expiration: 07/22/2019
Location Address Parcel Number
868 NE 100TH ST, Miami Shores, FL 33138 1132060340020
Contacts
MOHAMMED AUEHANI Owner
868 NE 100 ST, MIAMI SHORES, FL 33138
Other: 4126133587
STANLEY SUMMER LLC Contractor
STANLEY ABBOT SUMMER
408 GRAND CONCOURSE, MIAMI SHORES, FL 33138
Business: 3057762443
Description: PLACEMENT OF 2 SLIDING GLASS DOOR IN Valuation: $ 0.00 Inspection Requests:
DINING ROOM AND MASTER BEDROOM
Total Sq Feet: 0.00
Fees
Amount
Application Fee - Other
$50.00
DBPR Fee
$2.00
DCA Fee
$2.00
Notary Fee
$5.00
Scanning Fee
$9.00
Technology Fee
$3.00
Windows/Shutters Fee
$70.00
Total:
$141.00
Payments
Date Paid Amt Paid
Total Fees
$141.00
Credit Card
02/20/2019 $91.00
Credit Card
01/23/2019 $50.00
Amount Due:
$0.00
Building Department Copy
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECfiK9-1CA1, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the fore
regulating construction and zoning. Futhermore, I
is accurate and that all work will be done in compliance with all applicable laws
named contractor to do the work stated.
Authorized Signature: Owner / Applicant
February 20, 2019
/ Agent
Date
Page 2 of 2
Stanley Sumner, LLC
408 Grand Concourse
Miami Shores, FL 33138
Date: 1j
State of -floo a
County of J"l I an'1' -T)At
Before me this day personally appeared a(XVA4 '�U�'`n'PY who, being duly
sworn, deposes and days:
That he or she will be the only person working on the project located at:
NW 100 St. Miami Shores. FL
Contracto/ognature
Sworn to (or affirmed) and subscribed before me this fiN day of ��� . 20
By }ar���c �U(nYrtt-
Personally known
Or Produced Identification '✓
Type of IOEKification produced f � ►' (i(�(1S'A
if o
mp Name of Notary
MY COAgNIS$ION1A031
is
EXPM KvM A, 200
ib�Idkd9lM�uk�Ipi9r�diil6
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Notice to Owner —Workers' Compensation Insurance Exemption
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05
allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to
obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure:
An employer in the construction industry who employs one or more part-time or full-time
employees, including the owner, must obtain workers' compensation coverage. Corporate officers
or members of a limited liability company (LLC) in the construction industry may elect to be
exempt if
1. The officer owns at least 10 percent of the stock of the corporation, or in the case of
an LLC, a statement attesting to the minimum 10 percent ownership;
2. The officer is listed as an officer of the corporation in the records of the Florida
Department of State, Division of Corporations; and
3. The corporation is registered and listed as active with the Florida Department of
State, Division of Corporations.
No more than three corporate officers per corporation or limited liability company members are
allowed to be exempt. Construction exemptions are valid for a period of two years or until a
voluntary revocation is filed or the exemption is revoked by the Division.
Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use
day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will
be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of
workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors.
BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS.
Signature:
Owner
State of Florida `
County of Miami -Dade
The foregoing was acknowledge before me this of� , 20 19
By �� �Q m I �/' who is personally known to me or has produced
as identification.
Not pV pU r
'-
MAKARAI K. G::1
:°'
SEA _*:
MY COMMISSION
EXPIRES: Noveo:'BondedThru
Notary P
` Y"j
BUILDING
PERMIT APPLICATION
Miami Shores Village RECEIVE
G
Building Department JAN23Z3�
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 20n
Master Permit No., Q(S( q I G 2
Sub Permit No.
❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING [:]MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: h A? N P 100 6-11-
City• Miami Shores County: Miami Dade Zip: .33 \ 3'$
Folio/Parcel#:=�22 0� — 3 —002 0 Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): kA6`kaMy leA kL Phone#: �kO - 99 3 - 24 6 k
Address: f oa-2_S AE 5jh kVe-
City: i A � a w. SLR Yee S State: f_ Zip: 3313 i3
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name:
Address: 769
City:
Qualifier Name:
State Certification or
one#: YDT—'2/i�T )
/ iCf State: � Zip:
DESIGNER: Architect/Engineer:
one#:
r
Certificate of Competency #: _
Phone#:
Address: I City: State:
Value of Work for this Permit: $ , ,• 0-3 Square/Linear Footage of Work:
Type of Work: ❑ EE/ Addition Alteration ❑ New ❑ Repair/Replace
Description of Work:
?Inr.
p V v
h� S ice. '6 r d9 ►'00 - .
L
Zip:
❑ Demolition
Specify color
roof�color thru tile:
Submittal Fee $ �"' •r,� Permit Fee $ CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology Fee $
Structural Reviews $
Training/Education Fee $
Double Fee $
Bond $
(Rev1sed02/24/2014)
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Bonding Company's Address
City State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged. IL_ n
Signature Signature
OWNER or AGENT
ThqJoregoing instrument
was acknowledged before me this
day of ��'�`" 20 ICI by
hI(YAptYAPV 0 AL16-RA-Mi who is personally known to
me or who has produced ��"'?'`J as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
�aC
Print:
Seal:
APPROVED BY
CONTRACTOR
The foregoi nnstrument was acknowledged before me this
0-3 day of AN- _ 20 (� by
S�ANL(tii 5ylylnl(�2 w o is pe ovally no .to
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
°�' _.y� �•��i Sign:-
,•ya�.• i�
kayo'.
` • b• d
Print:
96
�•� Z= Seal:
'94oaeW • '
Plans Examiner
Structural Review
as
Zoning
Clerk
(Revised02/24/2014)
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Inspection requirements for:
Windows, Doors, Skylights or Fixed Glass (cladding) Permits
Upon issuance of permits for the scope of work involving the removal, changing and/or
replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding)
the permit holder or qualifier bearing his signature on the permit application shall abide
by the requirements of this department and comply with the following statement:
Upon obtaining window and/or door permits for the installation of same, it is the
responsibility of the permit holder to request window/door framing in -progress
inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims,
etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The
purpose for this inspection, is for the verification of conformance with Product
Approval (NOA).
/Owner Signature Date Print ame
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS.
Permit application must be accompanied by:
❑ Two (2) copies of drawing of the building, showing location of the windows, doors and
shutters to be replaces.
❑ Two (2) copies of the Comparison Chart, with all the required information. (NOA approval
number, size of each opening, (width and height), opening design pressures, and design
pressures for each component taken from the individual NOA, "Notice of Acceptance")
❑ Two (2) copies of State of Florida or Miami Dade County approved NOA for each different
components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter)
❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and
doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative
windows shall be designed and constructed to comply with Chapter 16 of the Florida
Building Code, Building.
Exceptions:
Opening protection exception for High -Velocity Hurricane Zones. For one -and
two-family dwellings constructed under codes prior to September 1, 1994, the
replacement of exterior doors with glazing, sliding glass doors, glass patio
doors, skylights, and operable and inoperable windows within any 12- month
period shall not be required to have opening protection provided the aggregate
area of the glazing in the replaced components does not exceed 25 percent of the
aggregate area of the glazed openings in the dwelling or dwelling unit.
❑ Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x
24" high)
❑ If Owner is doing the work, include the Owner Builder Disclosure.
11 Require inspections: Buck (if greater than 1 x), Framing and Final.
THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND
SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT
ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS
SPECIFIED ON THE PRODUCT APPROVAL.
Revised on 7/22/2009,11/17/2014
P —P
BY
DATE
'BJEC- T-) „ = Vrl A' FL L4AL'
'
Opening 1.01
NOA 18-0529.02
Mullion -Vertical
Zone 3
Opening 1.02
NOA 14 - 0908.02
+56.70 / -65.00
72 X 80
SGD
Zone 4
Lawson Doors
Owner: Moh.rmad A*1m9 / Jo..ph .
Addle..: M NE 100st kftM Shoree, FL 891M
Remove adeft wtlldowe hlefd new hpict ddkV glw doors
Existing Side Yew
Lawson Doors -------------------
\
-------------------------------\-----------
•
•
• • • • •
•
WincflA1 •
•
NOA 14 - 0908.02
+56.70 / -65.00
&"Xr%•
••
•SCID
• Zone 7. • •
• Lawsdt Doors
••• •
•
•
Top view
• \ I
• — � — — — — — — —
... • • . . •.• . .
• ..•. • . . .• • . • •..•
• •
900 41 0 0 000 0 0
Proposed side view
N
A
RAMMS ENGINEERING, INC.
2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2017., r
Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE /
DESIGN WIND LOADS IN PSF. Kd = .85r
FOR 175 MPH WIND ZONE
Interior & Exterior Zones (4&5 - Walls) Positive Pressures
Exposure C For the 175 mph Wind Zone CATEGORY-2 BLDG
Height
(Maximum)
Effective Wind Area (or, Tributary
Area) in Square Feet
10
20
30
40
50--
,60
1.00
0.95
0.92
0.89
6.86
15
40.4
38.5
37.5
36.7
36.1
35.7
20
42.7
40.8
39.7
38.9
38:3 f`
37.8
25
44.6
42.6
41.5
40.6 "
40.0,'
39.4
30
46.5
44.4
43.2
42.3
41.7
41.1
40
49.4
47.2
45.9
.44.9,
- -% 4'4.2
43.6
50
51.8
49.4
48.1
` .47..1
- 46.4
45.7
60
53.7
51.2
49.8
48.8
r 48.1
47.4
Interior Zone (4 - Walls) Negative Pressures . '
Exposure C For the 175 mph Wind Zone CATEGORY 2 BLDG
Height
(Maximum)
Effective
Wind Area (or, Tributary
Area) in Square Feet
10
20
30-
40
50
60
-1.10
-1.05 -
-1.62 '
-0.99
-0.98
-0.96
15
-43.8
-42.0
-40:9,
-40.2
-39.6
-39.1
20
-46.4
-44.4
-43:3
-42.5
-41.9
-41.4
25
-48.4
-46.4
45.2
-44.4
-43.8
-43.2
30
-50.5
-48.4
-47.2
-46.3
-45.6
-45.1
40
-53.6
-51'.4
-50.1
-49.1
-48.4
-47.8
50
-56.2
-53.8 ''
-52.5
-51.5
-50.7
-50.1
60
-58:2. -.,
_ `=55.8
-54.4
-53.4
-52.6
-52.0
Exterior Zones (5 -Walls). Negative Pressures
Exposure C For the,- 175 mph Wind Zone CATEGORY 2 BLDG
Height
Maximum
Effective Wind Area (or, Tributary
Area) in Square Feet
10
20
30
40
50
60
=1.40
-1.29
-1.23
-1.19
-1.15
-1.13
15
- -54.1
-50.4
-48.3
-46.8
-45.6
-44.7
20
-57.2
-53.4
-51.1
-49.5
-48.3
-47.3
25
-59.8
-55.8
-53.4
-51.7
-50.4
-49.4
30
-62.3
-58.1
-55.7
-53.9
-52.6
-51.5
40
-66.1
-61.7
-59.1
-57.2
-55.8
-54.6
'50'
-69.3
-64.7
-61.9
1 -60.0
1 -58.5
-57.3
- 60
-71.9
-67.0
-64.2
-62.2
-60.6
-59.4
NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS.
.-'Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller,
but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet).
�- - THESE TABLES ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART
WITHOUT WRITTEN PERMISSION BY R.AMM.S ENGINEERING. ALSO, THESE
TABLES ARE INVALID UNLESS SIGNED WITH BLUE INK AND SEALED BY n
ROBERT MONSOUR. [
r
MIAMI•DADE MIAMI—DADE COUNTY, FLORIDA
f,Z'l'KW PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/economy
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 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.
DESCRIPTION: Series "SDG-9200" Aluminum Sliding Glass Door (Steel reinforced)— L.M.I.
APPROVAL DOCUMENT: Drawing No. L9200-1201 Rev C, titled "Series SGD-9200 Aluminum Sliding
Glass Door (LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12 and last revised on
NOV 21, 2017, signed and sealed by Thomas J. Soto, P. E., bearing the Miami —Dade County Product Control
Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County
Product Control Section. • • •
. . .... ......
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant •
1. See Design Pressure (DP) Vs door size, glass type, reinforcements, sill type and confi4xstion x0 sheets 2, ....:.
sheet 5 and sheet 8. ""' • 00 0 0 0 0•
2. See pocket installation detail in sheet 11 and notes 915 and #16 in sheet 1. .. .
3. Applicable Egress requirements to be reviewed by AHJ. • • • 0
....
LABELING: Each unit shall bear a permanent label with the manufacturer's name or :eg.o.. .. city, slat.e' d. ...ries, ......
and following statement: "Miami —Dade County Product Control Approved", unless othegAs4 tVted herein. •
RENEWAL of this NOA shall be considered after a renewal application has been filed and t0here liar b;en no : 0 0 0 0 •
.
change in the applicable building code negatively affecting the performance of this produtt.0 : . .. .'"';
TERMINATION of this NOA will occur after the expiration date or if there has been a revision ort'lmige 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 & renews NOA #14-0908.02 and consists of this page 1 and evidence pages E-1, E-2, E-3,
E-4 and E-5, as well as approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P. E.
MIAMI DADE COUNTY
�ir-ffmalzw
NOA No. 17-1212.05
Expiration Date: February 13, 2023
Approval Date: January 257, 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 previous NOA No.12-1204.12)
2. Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door
(LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12, with the
latest revision `B", dated 04115115, signed and sealed by Thomas J. Soto, P. E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked up drawings and installation diagram of an Aluminum SGD,
prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-
3269, dated 05/16/11, HETI-11-3292, dated 10/20/11, HETI-11-3274, dated 10/20/11,
HETI-11-3329, dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI-12-4051, dated
06/13/12, HEU-12-4053 and HETI-12-4064, dated 09/24/12, all signed and sealed by
Rafael E. Droz-Seda, P. E.
(Submitted under previous NOA No.12-1204.12)
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 an Aluminum Sliding Glass
Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-
11-3270, dated 05/16/11, HETI-11-3275, dated 10/20/11, HETI-11-0307, dated
10/03/11, HETI-11-3314, dated 10/20/11, HETI-11-3330, dat;A elf 16/I; * nTI-12* * O V
4052, dated 07/10/12, HETI-12-4054 and HETI-12--4065, dated. 0P/2412,• Ialf signed..:.
and sealed by Rafael E. Droz---Seda, P. E. ...... 0 : , . • • :
(Submitted under previous NOA No.12-1204.12)OOO' •
3. Test reports on: 1) Uniform Static Air Pressure Test, Loading peryX TAS.261;94 •
2) Large Missile Impact Test per FBC, TAS 201►44 •' • • •' •: ......
3) Cyclic Wind Pressure Loading per FBC, TA3 2W J4 •
along with marked -up drawings and installation diagram of an Nurginum &idmg Glass •'
Door, prepared by Hurricane Engineering & Testing, Inc., Tesf.Rtpbrt No. WTI-1�Ls • •
4041, dated 10/12/12, signed and sealed by Rafael E. Droz-Seda, P. E. • • • •
(Submitted under previous NOA No. 12-1204.12)
4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
along with marked -up drawings and installation diagram of an Aluminum Sliding Glass
Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-
3291, dated 07/15/11 and HETI-11-3292, dated 10/20/11, both signed and sealed by
Rafael E. Droz-Seda, P. E.
(Submitted under previous NOA No.12-1204.12)
Ishaq I. Chanda, P. E.
Product Control Examiner
NOA No. 17-1212.05
Expiration Date: February 13, 2023
Approval Date: January25, 2018
E-1
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC
2411.3.2.1, TAS 202-94 and per ASTM F 842-04
along with marked -up drawings and installation diagram of an Aluminum Sliding Glass
Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-11-
3313, dated 10/20/11, signed and sealed by Rafael E. Droz-Seda, P. E.
(Submitted under previous NOA No. 12-1204.12)
6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC
2411.3.2.1. TAS 202-94 and per ASTM F 842-04
along with marked -up drawings and installation diagram of an Aluminum Sliding Glass
Door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-
3078, dated 01/10/02, signed and sealed by Luis Figueredo, P.E.; FTL-3525 and
FTL--3572, dated 09/09/02, both signed and sealed by Joseph C. Chan, P. E.s T I.-3424,
dated 04/18/02, FTL-3425, dated 04/29/02, FTL-3426, dated. Qg1/26/02, FTL-3492,•• • • ••
dated 06/20/02, FTL-3493, dated 06/24/02 and FTL-39463 -dated "7/17/02, "o o :.
signed and sealed by James G. Worth, P. E. """ ' ;....:
(Submitted under previous NOA No. 02-1126 04) • • 0 • •
.... . .. .....
...... . .....
C. CALCULATIONS
.. .. . ' .. .. ......
1. Anchor verification calculations and structural analysis, complying -with FBCp prepared
by manufacture, dated 04/28/15, signed and sealed by Thomas J. Soto, 3'. E. ;...;. • • • • •
2. Glazing complies with ASTM E1300-04/ 09 • • • • • •
D. QUALITY ASSURANCE •
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their
"Kuraray PVB Glass Interlayer", expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"Kuraray SentryGlas® Interlayer", expiring on 01/14/17.
3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for
their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET
Core" dated 06/19/14, expiring on 12/11/18. I L4 �—
Isha4 I. Chanda, P. E.
Product Control Examiner
NOA No. 17-1212.05
Expiration Date: February 13, 2023
Approval Date: January 25, 2018
E-2
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. MATERIAL CERTIFICATIONS
4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their
"Kuraray PVB Glass Interlayer", expiring on 12/11/16.
5. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc, for their
"Kuraray SentryGlas® Interlayer", expiring on 01/14/17.
6. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for
their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET
Core" dated 06/19/14, expiring on 12/11/18.
7. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA) for
their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on
04/14/18.
8. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for
their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16.
9. Technical data sheet of flexible vinyl compound FPVC 7267-75 (White) & FPVC 7200-
75 (Black), published by Team Plastics. Inc./ Bayshore Vinyl Compounds, Inc.
G. STATEMENTS
1. Statement letter of conformance to and complying with FBC 51h Edition (2014), issued
by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E.
2. Statement letters of no financial interest, independence, conformance and complying with
FBC-2010, issued by manufacture, dated 12/03/12, signed and sealed by Thomas J. Soto,
P. E. (Submitted under previous NOA No. 12-1204.12) 0000
3. Laboratory compliance letters for Test Reports No.'s HETI-11 3269, daW.03/16/1.1,....
HETI-11-3270, dated 05/16/11, HETI-11-3271, dated 10/20/11; HE3'I-1�-•����, dated •;
10/20/11, HETI-11-3274, dated 10/20/11, HETI-11-3275, datW10720/11, HETI-11=•00'
3291, dated 07/15/11, HETI-11-3292, dated 10/20/11, HETI-11.-,1407, 64d�10/03/l I-,- -
HETI-11-3313, dated 10/20/11, HETI-11-3314, dated 10/20/11'; )F�E11-13329, dated...
01/16/12, HETI-11-3330, dated 01/16/12, HETI-12-4040, datl9tl 1%12/12-1=1-12* •-
4041, dated 10/12/12, HETI-12-4051, dated 06/13/12, HETI-I;t-. ,dated 01/10/17,•::'
HETI-12-4053, dated 09/24/12, HETI-12-4054, dated 09/24/12,: HEXI-12-406A..;.
dated 09/24/12, and HETI-12-4065, dated 09/24/12, alt i�sged lry� urricapie�
Engineering & Testing, Inc., all signed and sealed by Rafael E. DrbC-Seda, P. Z%
0000
(Submitted under previous NOA No. 12-1204.12)
Laboratory addendum letter for Test Reports No.'s HETI-11-3269, HETI-I1-3270,
HETI-11-3271, HETI-11-3272,HETI-11 3274, HETI-11-3275, HETI-11 3291,
HETI-11-3292, HETI-11-3307, HETI-11-3313, HETI-11-3314, HETI-11-3329,
HETI-11-3330, HETI-12-4040, HETI-12-4041, HETI-12-4051, HETI-12-4052,
11ETI-12-4053 , HETI-12-4054, HETI-12-4064 and HETI-12--4065, dated 01/15/13,
issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-
Seda, P. E.
1slfaq 1. Chanda, P. E.
Product Control Examiner
NOA No. 17-1212.05
Expiration Date: February 13, 2023
Approval Date: January 25, 2018
E-3
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED)
4. Laboratory addendum letter for Test Reports No.'s HETI-I1-3269, HETI-I1-3270,
HETI-11 3271, HETI-11-3272,HETI-11-3274, HETI-11-3275, HETI-11-3291,
HETI-11-3292, HETI-11 3307, HETI-11-3313, HETI-11-3314, HETI-11 3329,
HETI-11-3330, HETI-12-4040, HETI-12-4041, HETI-12-4051, HETI-12-4052,
HETI-12-4053 , HETI-12-4054, BETI-12-4064 and HETI-12-4065, dated 01/15/13,
issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-
Seda, P. E.
(Submitted under previous NOA No. 12-1204.12)
5. Proposal issued by Product Control, dated 03/30/12, signed by Jaime D. Gascon, P. E.
6. (Submitted under previous NOA No. 12-1204.12)
7. Proposal issued by Product Control, dated 03/13/08, signed by Ishaq Chanda, P. E.
(Submitted under previous NOA No. 11-0518.03)
$. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test
Reports No.'s FTL-3078, dated 01/10/02, signed and sealed by Luis Figueredo, P.E.
(Submitted under previous NOA No. 02-1126.04)
9. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test
Reports No.'s FTL-3525 and FTL-3572, dated 09/09/02, both signed and sealed by
Joseph C. Chan, P. E.
(Submitted under previous NOA No. 02-1126 04)
10. Laboratory compliance letters issued by Fenestration Testing Laboratory, Irjq„•for Test
Reports No.'s FTL-3424, dated 04/18/02, FTL-3425, dated 04/29/02, FTL%U26, dated....
04/26/02, FTL-3492, dated 06/20/02, FTL -3493, dated 06/24/02 end ; XT.�r--3516, •
dated 07/ 12/02, all signed and sealed by James G. Worth, P. E. ' • • • • • •' • • •
(Submitted under previous NOA No. 02-1126.04) 00 9 . • • • • •
G. OTHERS ••••" ••'••
1. Notice of Acceptance No. 12-1204.12, issued to Lawson Industji;�; jpc. for•t%eir Series • . - •
"SGD-9200 Aluminum Sliding Glass Door - L.M.I.", applovtd: on QI/31/13 aiad..:.
expiring on 02/13/18. •
. .
.. . . ..
.
1. New Evidence submitted.
A. DRAWINGS
1. Drawing No. L9200-1201 Rev C, titled "Series SGD-9200 Aluminum Sliding Glass Door
(LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12 and last
revised on NOV 21, 2017, signed and sealed by Thomas J. Soto, P. E.
Note: This revision consist of editorial changes of FBC 2017 (6 h Edition) code compliance.
B. Test
1. None.
Ishaq 11 Chanda, P. E.
Product Control Examiner
NOA No. 17-1212.05
Expiration Date: February 13, 2023
Approval Date: :January 25, 2018
E-4
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. None
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc.(Former E.I. DuPont
DeNemours) for the "Sentry Glass ® clear & white interlayer", expiring on 07/04/18.
2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America., Inc. for their "Trosifol
Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19.
3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA)
(former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on
05/21/21.
F. STATEMENTS
1. Statement letter of conformance to FBC 2017 (0 Edition) and "No financial interest" dated
11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E.
G. OTHER
1. This NOA revises & renews#14-0908.02, expiring 02/13/23.
. . •••. ••••••
•
•• •• •• •• ••••••
•
• • •
• • • • ••••••
••••••
Ishaq 1. Chanda, P. E.
Product Control Examiner
NOA No. 17-1212.05
Expiration Date: February 13, 2023
Approval Date: January 25, 2018
E-5
a•
a•
a•
=O
•+a
.p
. . ... . . . ...
.. .. • % .•
. . . • . . . . . .
SEE MULTI -SLIDE DOOR ELEVATIONS WITH & WITHOUT POCKETS
NOTE 5. ELOW SEE BELOW SEE BELOW SE �Iow•
/ NOTE /5 NOTE /5. TE 5. I • -! r� i
1 V F 1 1 F I
1 y iiy N. y 1 I G
1 U Y I i U ,/ f Y 1 1 V ffi f i%i. %i. y •' ••
1 0 �f U I 1 C - / V I i 0 1, 1 Ni U 1
�Z 0
a -0 IL 7 �f a a co- a• aT a , o- t-0 a i
11 J t r 1 u a' c' 11 u a• G• a• a• A�`• •
1 •
a• a• a o •
Xr LP or RP-'x r LL�
- XX or T r 41D/3T XXXX or 40/2T • •
1 XX-LP or RP-XX {oorr LLP-XXy-.RRR LP-XXXX- or RP--XXXX or LP-XXXXAkiW •
RIRP
FT POCKET SHOWN 2D/2T RIGHT POCKET SHOWN 4D/3T
(LEFT POCKET OPPOSITE) (LEFT POCKET OPPOSITE)
SEE BELOW
NOTE #5.
r-
1
` o
1 y
V
1 0
a
f"
1
1 u
11
1
f
3D/3T XXX or
LP-XL�X or r�LR^.PR-XXXX
3D/3T
3D/37 - LP
RIGHT POCKET SHOWN
(LEFT POCKET OPPOSITE)
2D/2T - LP/RP
--i
SEE BELOW
0
a' T
I
LI
PI
7
aD/2T
4D/27 - LP/RP
4D/3T - LP
LEFT POCKET SHOWN
(RICH' POCKET OPPOSITE)
NOTES:
1) REFER TO SHEETS 8 OF 14
FOR GLAZING OPTIONS AND OP CHARTS. 40/2T - LP
2) REFER TO ShEETS 9, 10 & 11 OF 14 LEFT POCKET SHOWN
FOR TYPICAL CROSS-SECTION DETAILS. (RIG.,T POCKET OPPOSITE)
3) REFER TO SHEETS 9 OF 14
FOR TYPICAL ANCHORS AND NOTES.
4) PANEL STACK CONFIGURATIONS ARE
REVERSIBLE.
5) FOR POCKET WALLS SEE GENERAL
NOTES #15 & 16.
h
a-
20/2T - XO /2
2 DOOR
NOTES;
I) REFER TO SHEETS 2 OF 14 FOR
FOR GLAZING OPTIONS AND DP CHARTS.
2) REFER TO SHEETS 3 & 4 OF 14
FOR TYPICAL CROSS-SECTION DETAILS.
3) REFER TO SHEETS 3 OF 14
FOR TYPICAL ANCHORS AND NOTES.
f
-0
a•
o-
-o
3 & 4 DOOR
NOTES
1) REFER TO SHEETS 5 OF 14 FOR
GLAZING OPTIONS AND DP CHARTS.
2) REFER TO SHEETS 6 & Z OF 14
FOR TYPICAL CROSS-SECTION DETAILS.
3) REFER TO SHEETS 6 OF 14
FOR TYPICAL ANCHORS AND NOTES.
••••; S-ERI-ES: SGD-9200
-NUAICT 31MING GLASS DOOR
o
low p
m
_.
.a.� '
E-
••• ••
General Notes:•••
n
1.) THIS DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY W/ THE REQUIREMENTS
y
OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017 6th Edition)
O V
O yS
• IRCLUIONG TH• NR;H V•LOCITY HURRICANE ZONE VELOCITY (HVHZ) AND
m p Lit p
0 m
PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED)
• •ASft 0¢04�'
4 V 2
V
*THIS
2.�WOZD �r�T1ALL BE
3 e
j
JJAS I TALLED AND ANCHORED SO THAT THE BUILDING
• •RE`ISTT§ TIE �UPERIMPOS D LOADS IN ACCORDANCE WITH THE REQUIREMENTS
• aF TH& FIIpRLDAII GUILOWC CODE
Z1}I d
� c
:1 <
& TO BE REVIEWED BY BUILDING OFFICIAL.
W = C
3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL DOOR
co 3
SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) AND
TABULATED
i
AS ON SHEETS 2. 5, & 8 of 14.
4.) ANCHOR CONDITIONS NOT DESCRIBED IN
j
C7 F
Z
THESE DRAWING'S ARE TO BE
ENGINEERED ON A SITE SPECIFIC BASIS, UNDER A SEPARATE APPROVAL AND TO
BE REVIEWED BY BUILDING OFFICIAL.
zt
fa V
a ,
5.) A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF
v
(q z
ANCHORS INTO WOOD ONLY.
v
8.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H.S. LAMINATED GLASS
2
TYPES TABULATED HEREIN (SEE SHEETS / 2, 5, & 8).
Zi +
i
z
z
7J FOR
R1 OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3. 4. 8, 7, 9, 10.
0
OF 14,
B.) M. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND TO BE APPLIED
r^'�
O
W/ SILICONE.
9.)
9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND
¢
ANCHORED (BY OTHERS), PRIOR TO DOOR INSTALLATION. WOOD BUCKS TO BE
c
ANCHORED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CHAPTER 24.
O pa 4
10.) APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS WITH FIXED
I V
CV a
PANELS, ALL MOVING PANELS. INCLUDING WITH OR WITHOUT (LH-RH) POCKETS.
a•
e
11.) MULLING DOORS WITH OTHER TYPES OF MIAMI-DARE COUNTY APPROVED
PRODUCTS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE
Z
I
Q
ACCEPTABLE BUT THE IAWER DESIGN PRESSURE FROM THE DOORS OR MULLION
APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM.
12.) FOR METAL ATTACHMENT DETAILS & NOTES SEE SHEETS M 3. 4. 6, 7, 9, 10.
& 11 OF 14.
o c m
13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS
TO BE PAINTED OR PLATED AND SHALL MEET THE FLORIDA BUILDING CODE.
c
e
14.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET 8 OF 14, REFER
H �I n
S,2
TO SHEET 11 OF 14 FOR ADDITIONAL DETAILS.
C
#S-
15.) POCKET WALLS ARE NOT PART OF THIS APPROVAL.
°n i
16.) POCKET WALLS SHALL BE UNDER SEPARATE APPROVAL AND TO BE REVIEWED
a
BY THE ENGINEER OF RECORD (EOR).
3
I
a j
LAMINATED GLASS
� s
o
LARGE MISSILE IMPACT
DOORS GLAZED W'TH LAMINATED GLASS RATED FOR
2
LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS.dlcil;
A. � • S
QN = N
5.M
O•� CN O a•
10�l1fVLtii
2S
°�
o
yJ�
1= C a
rr0 •
�T'WLY f41•Iwl
i
r ,
..�Q•`•.
rOs..
. . ... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
. ....... ....
DESIGN LOAD CAPACITY - PSF (STD. 2 1/4" SILL)
NOMINAL DOOR SIZES
GLASS TYPE 'A'
GLASS TYPE 'B1
OLA960TYPE '0'
SLASS TYPE OL'.
WIDTH HEIGHT
Fr./1N. Fi./w.
EXT. (+)
INT. (-)
EXT. (+)
INT. (-r
EPT. (
INT. (-
EXT. (+1 INT.
5/0
6/8
56.7
95.0
56.7
65.0
0 56.3 •
1 85.0 • •
• 56.7 • 75.0 •
(NO STEEL)
6/0
6/8
56.7
95.0
56.7
55.0
1g..7
80.0
56.7 750
(NO STEEL)
1
• •
8/0
6/8
56.7
85.0
56.7
70.0
56.j
•-3.8:
:561!!
• 58�8
(WITH STEEL)
•
• •
• • 4•
8/0
(WITH STEEL)
8/0
56.7
65.0
56.7
65.0
X
X
III
X X
DESIGN LOAD CAPACITY - PSF (WITH 3" SILL RISER)
NOMINAL DOOR SIZES
GLASS TYPE 'A'
GLASS TYPE 'B'
GLASS TYPE 'C'
GLASS TYPE 'D'I
WIDTH HEIGHT
FT./IN. FT./IN.
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
5/0
(NO STEEL)
6/8
76.7
95.0
65.0
65.0
76.7
85.0
75.0
75.0
(NO 6STOEEL)
6/8
76.7
95.0
65.0
65.0
76.7
85.0
75.0
75.0 I
8/0
(WITH STEEL)
6/8
76.7
85.0
70.0
70.0
76.7
78.8
68.8
68.8
8/0
(WITH STEEL)
8/0
65.0
65.0
65.0
65.0
X
X
X
X
98 3/8" MAX.
13 1/4" MAX
SPACING LIMITATION: TYP.
An- not .0 exceed HEAD/SILL
10 1/2' O.G. at Fors /
slnclkr than in :n wl tit. r
7/16" LAM. GLASS
C
x
w O
\ nw 0
o z o - I/
mOo �0_ an
0
a
CLUSTER OF
4 ANCHORS
A7 STILE ENDS
4� \
STEEL REINFORCING
AS REDD.
SEE CHART AT LEFT
X �
NOTES:
:j 1) REFER TO SHEETS 3 do 4 OF 14
FOR TYPICAL CROSS-SECTION DETAILS. 44 3/4" MAX.
-0 o- 2) REFER TO SHEETS 3 OF 14 D.L. OPG.
FOR TYPICAL ANCHORS AND NOTES. 50" MAX.
50" MAX. PANEL WIDTH
MAX. D.L.O.: LAMINATED GLASS PANEL WIDTH
6/0 X 6/8 = 32-3/4" X 74-3/a" LARGE MISSILE IMPACT 2 DOOR - TWO TRACK
XO OX 8/0 X 6/8 = 44-3/4" X 74-3/4" "XO" TYPICAL ELEVATION
APPROVED CONFIGURATIONS 8/0 X 8/0 = 44-3/4" X 90-3/4" DOORS GLAZED WITH LMINA-ED CLASS RATED FOR TESTED UNIT
(FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) LARGE MISSILE IMPACT AND REQUIRENO SHUTTERS.
-BILLS VINYL-0 -BULB VINYL 17 -BULB 'AMYL 17 -BU_8 VINYL 17
3/I6' HEAT STREN'D CLASS 3/16- HEAT STREN'D CLASS 3/16- SEAT STREN'^u GLASS 3/16- HEAT STREN'D CLASS
.090 INTERIAYER .090 PVB INTERLAYER .090 SAFLEX HP .090 PVB SAcLEX
a S-LryGloss 0y: a-Tros.fol PVB by: 1 'Ceor or Coor Class Interlayer Coo, or Color Glass Interloye•
>_ IW Kuroray America. Inc. w Kuraray America. Inc. w by: E-U-I, Chemical Co. w by: Eastrnon Cnemlcal Co.
'~ -3/15" HEAT STREN'D GLASS 3/16' HEAT STREWD GLASS m 3/16- HEAT STREN•0 GLASS m 3/16' NEAT STREN'D GU55
Z m Z Z Z
V) SILICONE ;n , ' `IUCON- to ' _ILICONE � � SILICONE
In SCHNEE-MOREHEAD 5731 < L, SCHNEE-MOREHEAD 5731 'N SCHNEE-MOREHEAD 5731 to SCHNEE-MOREHEAD 5731
m g rDOw CORNING 699 p0 OOW CORNING 899 ap g t.. i jr'DOw CCRNING t99 a0 g DOW CORNING 599
C7 TREMCO SPECTRLM 2 CJ i' TREVCO SPECTRUM 2 `7 t nod&
"REMCC SPECTRGM 7 L' ' TREMCO SPECTRUM 2 t"t0 twlH
40 IF s0 40 YiNeRQMr
Aww"11 No /% Z/2-ff
I1J�t•!1.1�11{� ¢ K III, '. ate
Ws c TYP.'A' CLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D'
GLAZING DETAILS
6" MAX. TYP.
Io m
N <
HEAD/SILL
CORNERS
o
Z W a
Z
- J
cow=
m2a
Q.
Zs
o
-
x
X 0
R
s
�
�
w
s
y
E
E
C
s
a
g�
o
s
z
Z
(
f
241
It ad.
�
2_
E
3
_'•
.
.
...
.
.
.
...
..
..
.
. .
..
..
.
.
. .
.
. .
. .
.
.
.
.
...
. .
.
.
.. .
TYPICAL ANCHORS
IN PAIRS
SEE ELEV. FOR SPACING • • 000 • TYr�AL ANCHORS IN PAIRS
• • •• • • • • 1 • Min. • • + SjE :EV. FOR SPACNNG
• • 'BY • • I O4. iSt. • I •
a • WOOi BUC<
K • • � �
1 3/4" • • .4 • ••• • • • • ••
(uN. EuaEo.) B/16• 2" M(N. •, _
- - , 3/4" • a c !n
O
x
w
O
1 3//4•
• a ' 2" MIN.
(YW. EYBLO.)
39 iYP.
Non -Shrink, Non-MatoLio
Groul of him mum 5 Kst
.a
(uw. EYBED00
. � [\
L
• • • • • -�
s =
'a V) 1 ° Min.
FOR SPACING)
(MIN. Eu8E0.)
-7/16'-LAMINATED GLASS
29
NOTES: 1) REFER TO SHEET 2 OF 14
FOR GAZING OPTIONS AND DP CHARTS.
2) REFER TO SHEET 4 OF 14
FOR HORIZONTAL CROSS-SECTION DETAILS.
3) REFER TO SHEET 2 OF 14
FOR MAX. ANCHOR SPACINGS.
Q I C
W J
N N J
WI r'1
1/16 or 1/8"
_J
t=77
SILL RISER
ADHERED TO SILL
WITH Sk.ICONE
WI
>In
FULL LENGTH OF UNIT
I
N
J. •ta. •,
-1/4• TAPCON or APPROVED EQUAL BY FOR
V/ 1 3/4' MIN EMBED. INTO 3.2 Ksi Cone. @ 6'
FROM CORNERS 6 SEE ELEVATICN AT SHEET
2 OF 14 FOR MAX. SPACING.
TYPICAL ANCHORS N PAIRS
SEE ELEV. FOR SPACING
AL ANCHORS IN PAIRS
ELEV. FOR SPACING
1 v
0
I C z
I O a0 G
0
I 0 h
d �
a
z rri o
0 Z N
o a
a
28Y Wood 9xk Substrate or :K
Wood Stru re +/ (SC) YwA!-OADE COUNTY U)
swi is ,Jlty- 55 m. (Typ.) APPR'D MULLION
SEE SEPARATE NOA p
I I X
S
v v)
\ 3/a' Min.
Edge st.
f WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND,
MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND
TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING
TYPICAL ANCHORS IN PAIRS
STRUCTURE
SEE ELEV. FOR SPACING
t
t
i
b
c
In
VI
r anO..
\
a
� o u i
1'r
3i s
Z _
I
t
METAL STR CT IRE. TTACHMRNT DETAIIR
[
NOTE:
I. ALL STEEL IN CONTACT WITH
N W =
t0 2 a
3/4" Min.
ALUM. TO BE PAINTED OR PLATED.
Edge Dist.
2. METAL STRUCTURES:
'YPKA ANCHORS N PARS A) STEEL : Fy = 36 KSI MIN.
S IN P (STEEL 12 GA. N.N. THICK 0.105')
SEE ELEV. FOR
B) ALUMINUM : 6063-T5 MIN.
,
(ALUM. 0.078" MN. THICK)
ANCHOR TYPE CHART IN CONC. or MASONRY
min.
ANCHOR OPTIONS
HEAD -SILL
JAMB
Embedmen
Edge DIsL
Concrete
ELCC JLTR ON
1/4'
1/4'
1 3/e"
1'
2.85 1.;85Z
1/4'
-
1 1 3/4"
4'
3.2 X.;
BLILDEX
-
3/16"
1 3/4'
3"
12 Kr
ANCHOR TYPE
CHART
IN
2X MOOD
BUCK min.
ANCHOR OPTIONS HEAD -SILL
JAMB
Embedmen
Edge Diet
2X Wood
"CO ULTRACON 1/4'
1/4"
1 1/4'
1'
1.55 SO
UkOEX 1/a" "1/a'
1 1/4"
1'
.55 SG
S.M.. (Ito 2X) ('12
112
1 1 1/4"
1" 1.55
SO
MDUCF REVEM
all, 09MI1yithrbe
im"Rg Cade
AeapAau No � -
Qa})rA•e� Osit
J4" DRILLFLEX SELF DRILLING SCREWS
INTO METAL STRUCTURES
STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.)
s 2
X. i!
a:
s m
"! 6
Li
ALUMINUM : 1/8" THK. MIN. (6063-TS MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
t¢tttt.ytr ldsp'711!1
fir
i Z SMS
��• g ....... 4
INTO APPROVED MULLIONS (NO SHIM SPACE)..
v
TYPICAL EDGE DISTANCE
Sin
�� �rJ4'
O
(1/4') INTO CONCRETE AND MASONRY = 1' MIN. (ELCO ULTRACON)
tea.
co
'. ,D W
(1/4') INTO CONCRETE AND MASONRY = 4" MIN. (ITW BUILDER)
(3/16"} INTO CONCRETE AND MASONRY 3" MIN. (1TW BUILDER)
4<`
Z ...
�27
Q;
O:
INTO WOOD STRJCTURE - i" MIN.
INTO META: STRUCTURE = 3/4' M.N.
o
� o
�•
•'j �• '
SEALANTS
F�OF,
.....VENT
FRAME AND CORNERS AND INSTALLATION SCREWS AT SILL
SEALED WITH WHITE/ALUMINUM COLORED SEALANT.
TYPICAL ANCHORS IN PAIRS
SEE ELEV. FOR SPACING
1 /4" MAX.
. SHIM
4 .
• i 5
4
(UN. EMBED.)
TYPICAL ANCHORS IN PAIRS
SEE ELEV. FOR SPACING
/4�u MAX. t- O
28Y 10a j BUCK
WOOD
OR /R\UC TURI
.
.
...
.
.
.
...
..
..
.
. .
..
..
.
.
. .
.
. .
. .
.
.
.
.
...
. .
.
.
.. .
• • • • • • • • • • •
• • • • • • • • • •
TYPICAL ANCHORS IN PAIRS . • • ... • • • • . •
SEE ELEV. FOR SPACING
1 /4" MAX. • • • • • • • • . • • •
SHIM •• • . . • . • . •
••• • • • • •• •
META!. �fRUCTUR_P. ATTACHMENT DETAL
NOTE:
1, ALL STEEL IN CONTACT WITH
ALUM. TO BE PAINTED OR PLATED.
2. METAL, EFLSTRUCTURES:
A
y : 36 KSI MIN.
(STEEL 12 GA MIN. THICK - OJ057
B) ALUMINUM : 6063-T5 MIN.
(ALUM. 0.078" MIN. THICK)
NOTES: 1) REFER TO SHEET 2 OF 14
FOR GVdING OPTIONS AND OP CHARTS.
2) REFER TO SHEET 3 OF 14
FOR VERTICAL CROSS-SECTION OETA!LS,
3) REFER TO SHEET 3 OF 14
FOR TYPICAL ANCHORS AND NOTES.
4) REFER TO SHEET 2 OF 14
OFOR MAX. ANCHCR SPACINGS.
1/4" SHIM
_I 1/4-_� O ` - - --- -1 jlU LN0 urli.-- - - I I
(MIN. EMBED.) _ D.L. G.
NOT REDD. ON 25
®6/0 X 6/8 SIZES PANEL WIDTH
SEE CHART ON SHEET 2 OF 14
EXTERIOR
2D/2T — XO (Shown) DOOR WIDTH
2D/2T — OX (Reversed)
TYPICAL ANCHORS IN PAIRS
SEE ELEv. FOR SPACING
.e
a
o
IQODUC t YIIY�P
a O.Pb'ki wm YC ram"
I=. tN.1%-12t2.OS
&3phJdh. Oih
lj
(YIV.
EMBED.)
now
1 BY P.T.
WOOD BUCK
o�l
49
oxxo
oxo
APPROVED CONFIGURATIONS
(FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.)
BULB VINYL 17
3/18- HEAT STREN'D GLASS
.090 PVB INTERLAYER
a
Tmsilol by:
w
Co
Kuraroy Americo Inc.
Co
3/I6� HEAT STREN'D GLASS
Z
UI
SIUCONE
Q
SCHNEE-NOREHEAD 5731
DOW CORNING 899
TREMCO SPECTRUM 2
GLASS TYPE 'B'
BULB VINYL 17
-HAT STREWD CLASS
3LKuroroy
TERLAYER
a
lass by:
W
Americo Inc.
76-
HEAT STREN'D G1A55
ILICONE
gOWCORNING
CHNEE-MOREHEAD 5731
899
UREMCO
SPECTRUM 2
1
GLASS TYPE 'A'
GLAZING DETAILS
.
.
...
.
.
.
...
..
..
.
. .
..
..
.
. .
.
.
. .
. .
.
.
.
.
...
. .
.
.
...
• • • • • • • • • 1 3; %X. TYP.
• • • • • • • • AT•HF•.D/SILL
• ••• ••• • ••• ••
I I I 1 I I
196 1/4" MAX.
K WIU'H CLUSTER OF
4 ANCHORS 6•• MAX. TYP,
AT STILE ENDS
g"\HEAD/SILL CORNERS
I
I
•
•
•
• •
• •
• • • • • •
• • • • •
II 7/16- OVERALL LAM. CLASS
••
•
•
• ••• ••
D
I
1
.�.
r V,
�.
w �Iw
a
it
I
x•a
x ao
C2
II
��w
•�J
I
a
I
M
1
I'
I
�
I
I
fl
p
I
I� B3
I
a
STEEL REINFORCING
AS REDD.
B2
G
i
O
fl X
u'
I
e
X
O
a 'n
n �
n<
ul
N
II 44 3/4" MAX. NOTES: x
50" MAX. I D.L. OPG. 1) REFER TO SHEETS 6 & 7 OF 14
PANEL WIDTH FOR TYPICAL CROSS-SECTION DETAILS.
50" MAX.
�N
0 3
2) REFER TO SHEETS 6 OF 14 7 v]
PANEL WIDTH FOR TYPICAL ANCHORS AND NOTES. - lE
ryl s
o
U
4 DOOR - TWO TRACK
8
"OXXO" TYPICAL ELEVATION LAMINATED GLASS
N
TESTED UNIT LARGE MISSILE IMPACT
A� o
E
e€1°1
DOORS GLAZED WITH LAMINATED CLASS RATED FOR S - E E s
CAPACITY - PSF LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. ? e 8 8 m
DESIGN L
GLASS TYPES 'A OR B'
PANEL WIDTH
NOMINAL
FT,/IN.
DOOR HEIGHT
F'./IN.
STANDARD SILL
2-1/4" RISER
3" RISER
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
EXT (+) INT. (-)
2/6
3/0
3/6
4/0
4/6
4/11
6/8
40.7
60.0
56.7
60.0
60.0
60.0
40.7
60.0
56.7
60.0
60.0
60.0
40.7
60.0
56.7
60.0
60.0
60.0
40.7
60.0
56.7
60.0
-60.0
60.0
40.7
60.0
56.7
60.0
60.0
60.0
40.7
60.0
56.7
60.0
60.0
60.0
2/6
3/0
3/6
4/0
8/O
40.7
60.0
56.7
60.0
60.0
60.0
40.7
60.0
56.7
60.0
60.0
60.0
40.7
60.0
56.7
60.0
60.0
60.0
a0.7
60.0
56.7
60.0
60.0
60.0
1r -.p4" rrMi Aa nWW
boding CW
AsceplanY N� � 1212.0 S
L'�.� Ai i
/i7j�
M3ar' Nrdr Ca,�N
m
,.. .....,• j'r, I
•e�e�OS
L�;'� 0
oz.1
CN
PANEL MAX. D.L.O.:
W I
t O' I
qz
o cS...:L
3/0 X 6/8 = 32-3/4" X 74-3/4"
s�-�
o�
Z.
�C I
4/0 X 6/8 44-3/4" X 74-3/4"
Fri
'� �•'•
4/11 X 6/8=55-3/4" X 74-3/4"
c
a
`"+�'Y '`•••. •"••' ' Gj
'��2 4 0
4/0 X 8/0 = 44-3/4" X 90-3/4"
/ / / /
ti,,
Gout of Minimum 5 Ksi
. . ... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
. ....... ....
'ICAL ANCHORS
PAIRS • • • • • • • TYPWA� ANCHORS IN PAIRS
. ELEV. FOR SPACING • • • • • • • • • �5•E E•EV. FOR SPACING
• • 1BY• • Edge Disi. s
• WOO• BUCK • • • e
}/C' • ,
(N:N. ENBED.1
• • • • •
15 2I
-7/16'-LAMI4ATED GLASS u
29
NOTES: 1) REFER TO SHEET 5 OF 14
FOR GLAZING OPTIONS AND DP CHARTS.
2) REFER TO SHEET 7 O 14
FOR HORIZONTAL CROSS-SECT,ON DETAILS.
3) REFER TO SHEET 5 OF 14
— FOR MAX. ANCHOR SPACINGS.
5 OF 14 FOR MAX. SPACING.
rPICAL ANCHORS IN PA:RS
EE ELEV. FOR SPACING
WEEP NOTCH
AT EACH END
TYP?Ck ANCHORS
2 PER CLIP
TYPICAL ANCHORS IN PARS
SEE ELEV. FOR SPACING
=K Ln
ao
MI
\
H b
I Me41�i1K~4r�
Vl b
p 10
m O u1
J O
3 4 v
METAL
STRUCTURE ATTACHMENT DETAILS
Z w Z
NOTE:
p O
1. ALL STEEL IN CONTACT WITH
TO
w C
'02
.3 4" Min.
ALUM, BE PAINTED OR PLATED.
Edge U,st.
2. METAL STRUCTURES:
A) STEEL : Fy - 36 KSI MIN.
TYPICAL ANCHORS IN PAIRS
SEE ELEV. FOR SPACING
(STEEL 12 GA MIN. THICK - 0.1D5")
B) ALUMINUM : 6063-T5 MIN.
(ALUM. 0.078- MIN. THICK)
MWAI-DARE COUNTY
APPR'O MULLION
SEE SEPARATE NOA
TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING
ANCHOR TYPE CHART IN CONC. or MASONRY
min.
ANCHOR OPTIONS
HEAD -SILL
JAMB
Embedment Edge D aL
Concrete
ELCO ULTRACON
1/4'
1/4-
1 3/4" 1"
2.85 Kai
B;LOEX
1 3/4' 4'
3.2 Ksi
EL'RDE%
-
3/16"
1 3/4" 3"
3.2 Kai
ANCHOR TYPE
CHART
IN
2X WOOD BUCK (min.
ANCHOR OPTIONS
HEAD -SILL
JAMB
Emfiedmen
Edse DMl
2x hood
ELCO OLTRACON
1/4'
1/4'
1 1/4-
1"
.55 SG
BUILDEX
1/4'
1/4'
t 1/4'
t'
.55 SG
S.M.S. (Mto 2%)
/12
112
1 1 1/4'
1"
.55 SO
�IJ
PwDUCt Rr.%M 1`it o o s s
w �Pb'w WNl 14 N _ O 0
thWlq Qs& of 'AI o ' E N
J4" DRIL F X c F DRILLI. SCRFwc
1NT0 METAL STRUCTURES
STEEL : 12 GA MIN. (Fy = 36 KSI MIN.)
ALUMINUM 1/8" THK. MIN. (6063-T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
A1D SMs
INTO APPROVED MULLIONS (NO SHIM SPACE)
TYPI .A F DICTAN .
(1/4") INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON)
(1/4") INTO CONCRETE AND MASONRY - 4" MIN. (ITW BUILDEX)
(3/16") INTO CONCRETE AND MASONRY - 3" MtN. (ITW BUILDEX)
INTO WOOD STRUCTURE : 1" M.N.
INTO METAL STRUCTURE = 3/4- MIN,
SEALANTS:
FRAME AND VENT CORNERS AND ;NSTALLATION SCREWS AT SILL
SEALED WITH WHITE/ALUMINUM COLORED SEAINT.
7-5
U
ale
a�
z
i
o
L
gg
S
I
1
o
Y e
m U a
1471C7'd1J'J'r
+�`l�lltjl`{li*
1
rn 00
O: s LL
n
W
Z
yy
I
iE.
•
6
_,#
.
.
...
.
.
.
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..
.
. .
..
..
.
. .
.
.
. .
. .
.
.
.
.
...
. .
.
.
0 %
TYPICAL ANCHORS IN PAIRS •
SEE ELEV. FOR SPACING •
•
1/4" SHIM •
MAX. • •
x
•
• • •
• • •
• •
• •
•••
D.L. OPG..
• • • • •
• • • • •
• • • •
• • •
• • • • • •
••••
6
26
•
• •
• •
••
••
,-,
i 6
PANEL WIDTH
D.L. OPG.
,
S a
4W. EMBED.
1/4" SHIM
MAX. I
3 •
•°
h
O
,o p
'gym C
n m T7
m H
N` e m
o V
-
F
J o
z
%
z
O O o
((
+
..
b
mdi
0o
I 17
- _
•
•
- - I
_ _ _
17
•
O1 0 2
3 m
Ca
(/i N
23
24
•
•
_
- _ _
-
2
T c !
Z p
co N
Q N
L
6 16
1
•
K
16 6 4
°
i • -
n W x C
mSa 2
i
�-•J a
C7 U
O
N
�
CIDi
a
ucy
21
I
I 17
•
.�i
f% 5
.]
5
s
10
Q
Y
1 1/4
(YIN. EVBE6.)
-
- J
--
- - - --
I
.I •
Il
'1 v
O
z
SCREENS OPTIONAL
,
® j
7
I
C1 C.L. OPG. O
O EXTERIOR
D.l. OPG.
T a 4
Vll p
2
PANEL WIDTH
,er
w000 BucK
�
.a o
d
4D/2T
— OXXO
C
O a
e
DOOR
WIDTH
N S
I CO
NOTES: t) REFER TO SHEET 5 OF 14
?
FOR GLAZING OPTIONS AND DP CHARTS,
Q14
I
2) REFER TO SHEET 6 OF 14
FOR VERTICAL CROSS-SECTION DETAILS.
e =
co
3) REFER TO SHEET 6 OF 14
1/4" SHIM
FOR TYPICAL ANCHORS AND NOTES.
MAX.
4) REFER TO SHEET 5 OF 14
FOR MAX. ANCHOR SPACINGS.
PANEL WIDTH
1BY
I•
�+
WOOD BUCK
1/4" SHAM
MAX. I•
ry .� o m m � �
$
2a D.L.O. 9 6
n
D.L. OPG.
_ c
Pz o
6 �
7
a
/wOIUCf irAm $ •'�'
w
�0
° b Z
Ed wieY /Ys �foel/s o i s
__
_-
- - - -
_
- -
t7
°'
Aseq�a�eeNe1 1?1?•U� 0 4 e a _ o o
E*pb 11N Oats H H -• E Sy
23
; o y
4
....,� a '
16 6
.
e/YaM•Fdr z V o Z Z
28
O O
I •
25
17
10
It
a.4'g3a 5snej t
10
(WN. EYBE01
C2 TYPICAL ANCHORS IN PAIRS
O
-
- REPTIONAL
SCE
O
1
D._...
N I
2'
o v a /� 1tf `^ LL I
m ; LD ClO O•: J
SEE ELEV. FOR SPACING
EXTERIOR
PANEL WIDTH
t 3/4•
,.. to +
'•J
oci o ,.
z
3D/2T
— OXO
(YIN. EMBED.)—�
�iB�t; ••.
I
DOOR WIDTH
,. QY'(i
a
G1
1
F
1
L
rC
o
a7
f
1
Ip
1 J
LI
art
'
tt�
POCKET WALL
SEE NOTE p3.
r
X-RP
or
_P-X
(TYP.)
r--
1 u
F
1
1 p
0:
1 p
a•
C'
t 1
- �
1 J
.p
•q
W
00
I
1
a=
•O
�
r
r
�
XX or
XX-RP
or LP-XX or RP-XX-LP
a=
a•
a•
1
1
sf
1
u 1
o 1
a-�
i1
PANEL MAX. D.L.O.:
3/0 X 6/8 = 31-1/2" X 74-1/4"
XXXX or RP-XXXX or LP-XXXX or RP-XXXX-LP 4/0 X 6/8 = 43-1/2 X 74-1/4"
3/0 X 8/0 = 31-1/2" X 90-1/4"
APPROVED CONFIGURATIONS 4/0 X 8/0 = 43-1/2" X 90-1/4"
WITH & WITHOUT POCKETS
r
r
e r
s 1
o L�
a-
�l POCKET WALL
r �' SEE NOTE j3.
1 (TYP.)�
XXX or RP-XXX or LP-XXX
1
1 'u
1 Y
U
1 a
a
1•�
I U
J
it
S�f3
a�
a•
a•
a•
. _c•
a'
•q
•a
(FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.)
BULB V:NY 17
BULB VWYL 17
3/18• HEAT STREN'0 CLASS
3/16" HEAT STREN'D GLASS
.090 PVB InlaHoyer
Sulle. CP-Sofle. @ Soflex
HP
.090 PVB INTERLAYER
by: Eoslmon Ch-col Co.
Tros4ol PVB or
a
Uj
or
Trosifol PVB by:
a
r H
(•) Sent yCloss by:
Kureroy Americo Inc.
m
Kurorey Americo Inc. m
3/16" HEAT STREN'D GLASS
3/16" HEAT STREN'D CLASS
to
SILICONE
i N
vt
SILICONE
NO
DOW CORNING 899
N
DOW CORNING 899
40
JJ
40
1� I
GLASS TYPE 'A'
GLASS TYPE 'B'
GLAZING DETAILS
. . ... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
. . ... . . . . ...
189 3/4 TEST DOOR WIDTH w/ SINGLE POCKET
& NON -POCKET MAX_ WIO'H 191 1/4"
• • • •
F
CLUSTER OF
• • • • • 13 1,04 l+,Ra,X•..•TYP. 4 ANCHORS 6" MAX. TYP.
POCKET WA
• • •
• • AT•HEAD� �R•L AT STILE ENOS
3 HEAD/SILL CORNERS
E NOTE
• • • •
• • • • • • • • I 1
I
� Typ
'
•
• • • • • •
1
I' dm i
• •
• •' •• ••II
1
<
=Li
aEn
a0
a
M
I
aa,z
D
I
S
I O
'•
o
a,
Mal
-x
1 Y � '
I
1
1
U laOf
W
I 7/16. OVERALL LAW. CLASS
I
STEEL REINFORCING
(
I
I D.. ; w
p
AS REOO.
I
1 3o B4
1
1'
ism
_ X
I X
I I i
NOTES
48 3/4" MAX.
43 1/2" MAX.
49 1 /8" MAX.
1) REFER TO SHEETS 9, 10 & 11 OF 14
D L OPG
_
FOR TYPICAL CROSS-SECTION DETAILS.
4 DOOR - THREE TRACK
"XXXX" TYPICAL ELEVATION
TESTED UNIT
O
S
^ U y
L
e
� s
n ro y
,g
Nam
O c
O
e
U)
Z > h
o
Tn
o
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FOR TYPICAL ANCHORS AND NOTES.
3) FOR POCKET WALLS SEE GENERAL NOTES
'Y (iT5 & i6 AT SHEET 1 OF 14. N n
DOORS GLAZED WITH LAMINATED GLASS RATED FOR
LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS.
PSF (a" Stu.) LAMINATED GLASS
GLASS TYPE W LARGE MISSILE IMPACT
DP CAPACITY - PSF (2 1/4" SILL)
DP CAPACITY -
NOMINAL DOOR SIZES
GLASS TYPE 'A'
GLASS TYPE 'B'
GLASS TYPE W
MOTH HEIGHT
FT./LN, FT./IN.
EXT. (+)
TNT. (-)
EXT (+)
INT. (-)
EXT. (+)
INT. (-)
EXT. (+)
TNT. (-)
8/0 (2DR)
(W/ I STEEL)
8/0
56.7
68.0
56.7
( 68.0
68.0
68.0
68.0
68.0
8/0 (2DR)
(W/ 2 STEEL)
8/0
I 56.7
68.0
56.7
68.0
68.0
68.0
()68.0
()68.0
12/0 (3DR)
(W/ I STEEL)
8/0
56.7
68.0
56.7
68.0
-
-
68.0
68.0
12/0 (3DR)
(W/ 2 STEEL)
8/0
56.7
68.0
55.7
66.0
68.0
(�)68.0
()68.0
16/0 (aDR)
8/0
53.3
60.0
53.3
]60.0
60.0
60.0
60.0
60.0
(W/ 2 STEEL)
8/0
53.3
66.0
53.3
68.0
68.0
68.0
68.0
(') 2dr/3dr DOORS MEE- +76.7 & -78.0 DP w/ "Dupont 0.090' SCP Lominate
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V/ 1 3/4' MIN. EMBED. INTO63.2 Ksi Con• • • • • •rT
SEE ELEV. FOR SPAC'4G
Q bFROM CORNE�S !• SEIjEVICN•A.7 ; • • • • : : : x
SHEET 8 OF 14 F R Ax ACIN
• • • • • i
• a •a • d 4d (VIM. EVBED.) . • d • , A\
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• • • • • • • •
I aY•P.T• • • • • • • • •
I1 WOOD BUCK
ANCHORS IN PAIRS
B 7TYPICAL
�71NG
15 29Y Wood B•xl Sub$Vzte
CLEAR SILICONE I` Woos SL•uctwe «/ (SG)
BEDDING COMPOUND Smi6c G—Ry. .55 ^
I I 33 (TyP.)
(MIN. E
GLASS L
NOTES: 1) REFER TO SHEET 8 OF 14
FOR GLAZING OPTIONS AND DP CHARTS.
2) REFER TO SHEETS 10 k 11 OF 14
FOR HORIZONTA: CROSS-SECTION DETAILS.
3) REFER TO SHEET 8 OF 14
FOR MAX. ANCHOR SPACINGS.
z
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W
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= N
N •Y
\W JW
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w
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w 1 3/4' MIK EMBED INTO 3.2 Ks, ConC. a 6'
+ A FRO M CORNERS t SEE ELEVATION AT SHEET
8 OF 14 FOR MAX . SPA' ING.
TYPICAL ANCHORS IN PAIRS
SEE ELEV. FOR SPACING
_ T-11CAL ANCHORS
2 PER CLIP
METAI.
TYPICAL ANCHORS IN PAIRS STRUCTURE
SEE ELEV. FOR SPACI4C A
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META . STRUCTUREATPA c .NM .NT DETAI
NOTE:
I. ALL STEEL IN CONTACT WITH
ALUM. TO BE PAINTED O4 PLATED.2. METAL STRUCTURES:
;AL ANCHORS IN PAIRS A) STEEL : Fy - 36 KSI MIN.
ELEV. FOR SPACING (STEEL 12 GA. MIN. THICK . 0.105')
8) ALUMINUM : 6053-T5 MIN.
(ALUM. 0.078' MIN. THICK)
_11 lFkNY
J� 1
WOOD SUCKS AND METAL STRUCTURES NOT BY LAWSON IND.
MUST SUPPORT LOADS IMPOSED BY GUZiNG SYSTEM AND
TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING
ANCHOR TYPE CHART IN CONC. or MASONRY
min.
ANCHOR OPTIONS
HEAD-BH3.
JAMB
Embedman
Edge Died
Concrete
ELCO VLTRACON
1/4'
1/4'
1 3/4'
1'
2.85 Kei
6L'ILDEX
1/4'
BUILDEx
3/16'
1 3/4'
3"
3.2 Ksi
ANCHOR TYPE
CHART
IN
2X WOOD
BUCK min.
ANCHOR OPTIONS
HEAD -SILL
JAMB
EmbedmentEdge
Dlet.
2e Hood
ELCO ULTRACON
1/4'
1/4'
1 1/4"
1'
.55 SG
BUILDEX
1/4'
1/4'
1 I/4'
1'
.55 SG
S.V.S. (Info 2X)
/'2
�12
I i/4'
1'
.55 SG
I1
I /4" DRI I X S F DR! !N • CREW5
I I,VTO METAL STRUCTURES
S"EEL : 12 GA. MiN. (Fy = 36 KSI MIN.)
ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.)
I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
1 INT�PROVED MULLIONS (NO SHIM SPACE)
TYPICAL EDGE DISTANCE
(1/4') INTO CONCRETE AND MASONRY - 1" MIN. (ELCO ULTRACON)
(1/4') INTO CONCRETE AND MASONRY - 4" MIN. (ITW BUILDER)
(3/16") INTO CONCRETE AND MASONRY - 3" MIN. (ITW BUILDEX)
INTO WOOD STRUCTURE - 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
SEALANTS:
FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL
SEA'_ED WITH WHITE/ALUMINUM COLORED SEALANT.
COUNTY o
JCN
E N. �v^'
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MUST SUSTAIN IMPOSED LOADS
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3 C2 SCR EN(OP TDjONA
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0
13 ` 11/4• MIN. EMBED. INTO 2x 2 STEEL BARS REDD. ON z d
vpp0 BUCK (SEE SHEET N9 SIZES AS LISTED INOP
'DR FASTENER NOTES AND CHART W/ PRESSURES .0 S a 2 z O
1 ELEVATION AT SHEET a 8 FOR SHOWN ON SHEET 8 OF 14 ! U N
FOR FASTENER SPACING) V.
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SHOWN ON SHEET 8 OF 14 "10, O i
EXTERIOR GRADE L
1/4- o r
PERIMETER CAULKING
2 Q O
(mv. ENeeo.) e s
NOTES: 1) REFER TO SHEET 8 OF 14 2 E-
FOR GLAZING OPTIONS AND DP CHARTS.
2) REFER TO SHEET 9 OF 14 i
FOR VERTICAL CROSS-SECTION DETAILS. u
3) REFER TO SHEET 9 OF 14 n L
FOR TYPICAL ANCHORS AND NOTES. AI ? XI -
T 4) REFER TO SHEET 8 OF 14 N I R �o�
7 FOR MAX. ANCHOR SPACINGS.
1 /4 GAP / 7, y 8 ■ c
MAX. A ry N a
rotamucrecv�
IJ a • • .a �pbfi wY. Y. pbrw e r p
37 J a Aaaia N, %I� ZILOS n Lo o U
LaptrtW,.tte ^� 75 o u w
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1�1 ! 1 11" MIN, EMBED, INTO 2x � � o '" r
PJ WOOL BUCK (SEE SHEET N9
FOR FASTENER NOTES AND 8S4�8dt IlciuttiC�Y x'Z S •a '� t �.
ELEVATION AT SHEET N 8 FOR rc S o .p7
ENER SPACING ci F
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EXT. :OR GRADE
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• • • *BUCK VIDM (189 9/4'
• • • • • • • • • •
• • • • • • • •
• ••• ••• • ••• ••
1/4" MAX.
,[�3-7)
SHIM
l/v TAPCON or APPROVED EQUAL By FOR • • •
ji
: :
• • • : • • : • • • • •
t 3/4' MIN EMBED INTO 3.2 Ksi Conc. •
SHEET 8 CFR RFOR SEEELEVATIONAT •
SPA
• • •
• •
• • • •
• � DR•_4 0 �D S(VE •
NOTE:
STEEL BARS REOD. AS
•
• •
• Bf�}7 it Pti1N •
LISTED IN DP CART W/
• •
• •
• • • • •
PRESSURES SHOWN ON
1}
7
SHEET B OF 14
9
26 t 6
BEDDING COMPOUND —)
- ---- -- ---
�- 1
-- -------- - -- --- -_
EXTERIOR GRADE
PERIMETER CAULKING
TYPICM. ANCHORS IN PAIRS
SEE ELEV. FOR SPACING
1/4" MAX.
METAL
;TRUCTURE
I )/r
(MM EMBED.
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•
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to p C
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V/ 1 1/4' MIN EMBED. INTO
n I h
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=
" FOR POCKET WALLS
H < �' '�
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( SEE OPTIONAL INST4LLATION
DETAILS AT SHEET 12 OF 14 )
a
SEE GENERAL NOTES
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SCREENS OPTONAL — — f
7
EXTERIOR
POCKET DEPTH
TEST DOOR VIDTH C190 5/81)
e
X N
u
S
4D/3T — XXXXP NOTES 1) REFER TO SHEET 8
OF 14
TYPICAL ANCHORS IN PAIRS FOR GLAZING OPTIONS AND OP CHARTS,
SEE ELEV. FOR SDACINC 2) REFER TO SHEET 9 OF 14
1/4" MAX. FOR VERTICAL CROSS-SECTION DETAILS.
n
w
SHIM 3) REFER TO SHEET 9 OF 14 0
_ FOR TYPICAL ANCHORS AND NOTES.
--' -1 - 4) REFER TO SHEET 8 OF 14
� FOR MAX. ANCHOR SPACINGS.
n
METAL STRUCTURE ATTACHMENT DETAIL
NOTE:
1. ALL STEEL IN CONTACT WITH
ALUM. TO BE PAINTED OR PLATED.
METAL STRUCTURES:
A) STEEL : Fy = 36 KSI M:N
(STEEL 12 GA. MIN. THICK - 0.105")
S) ALUM,NUM 6063-T5 MIN.
(ALUM. 0.078• MIN. THICK)
730L=d
E2 SCREEN DOOR PANEL
(OPTIONAL)
FF N eNe
s
0 o z z
pi680UUR6VIH8Y
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SGD-9200
BILL OF MATERIALS
1 3/4" MIN.
N r EMBED. ° y
9 E-
t. FOR ANCHOR TYPES SEE c
NOTES AT SHEETS 3. 6, k 9. c ,o e o .a
2. FOR POCKET WALLS SEE GENERAL 1O u p
INTERIOR NOTES g15 h 16 AT SHEET 1 OF 14. n m y
TYPICAL ANCHORS i-il c n' G C)
AT BkAjL_ O.C. INTERIOR o .p-. o
SEE ELEV.
FOR SPACING 35 3 u- e U) 0 2
B 7
26 i J e V) 3 A
17 y ° 18 17 p CI ,.,]
_ 16 ^ 2 � 31 mZa 2 C7 z c�v
�o
a U ~ z O .1
q S N
1 m 0
6
31 17 1 •d 26 _
' • STEEL BAR RED'. ON 17
SIZES LISTED W/ DP 60ps
EXTERIOR TYPICAL ANCHORS R D ABOVE B o s z a i
35 0 ,S - AT 8" O.C. y O
SEE ELEV.
•' FOR SPACING
i/4" MAX.
F
SHIM 1 3/4" MIN. � a O = -.
EMSED. f^I t. O 0 E
.6"
EXTERIOR a Obi !
POCKET DOOR HOOK I i A m
ATTACHMENT DETAILS ►� a
IexroM FPVC Co - eem Ptutim
'1. FPVC Back: Com o— No. 7100-7b o 6 a I r
PHYSICAL ASTNI NO. _ g
Dvax te�HeNm:'A', 10 sa 75 D-2240 o e o C
SPeci. G Ii 1,45 13792 a ry $
TemOc S—gft PSI 1640 D-08
Ulfimsx El.-wi q % 340.0 D.-v n d e
hlddw t IOn%FJospaM PSI 763.0 D638
WfOr+�s. .310 D-7:6 o i
2. F VC 1VNItr Cmpama No. 7i67-75 ��DIICtltiVl�1 "�
PHYSICAL ASTM NO. tlg.plpbYt�wrf lk rdmwL 4 I c E
D■prcx�Hecdne•'A'.If, sec 73 D-22i0 BtIdslg Ceie o
Spoik Gmi y 1.45 D-792 A•e to lV• T:mik Somglh. PSI 1640 D-09Pei
Ulv ■ EkopdM AG 32D638N.W. V 100%FJagaca PSl 765.0 D438 tf = SI. -C
1 -30.0 D-746 j s
IfaRlwr�PdreCals•1 C 2 1
o $
■1 41 s ci n E
,•ty0 ) 4'rr. I
{{foob.. Z Yf .� h �'� •••� •••' -+. a•
O2N " �:•�j/•lSI LL b• t�r I
mm,'oo�
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a ,� P�O,���� F
��graallil0,
—• 2 & 3 •I' ACit•FRA •
ITEM /
PART �
QTY.
DESCRIPTION • • •
■RE6fAR1(S • • • • •
t
L-9211
I
2 TRACK FRAME HEAD • • •
6061E-T6 /tU�RNUM • •
1.2
L-9211
I
2 TRACK FRAME HEAD (Multi-Slitle>
6063-T6 ALUMINUM
2
L-9206
1
2 TRACK FRAME SILL
6063-TS ALUMINUM
3
L-9212
2
2 TRACK FRAME JAMB
063-T5 MINU
4
L-9204
t X PANEL
PANEL TOP RA;L • •
60f/J-T6 dLUMlNUIh •
5
L-9205
I X PANEL
PANEL BOTTOM RAIL • •
4606tB-N6 AlrN1INLM •
6
L-9201
1
PANEL LOCK STILE • • •
(o063•T6 A�UMjNJy • • • •
7
L-9202
1
PANEL INTERIOR INTERLOCK
6063-i6 ALUMINUM
8
L-9203
1
PANEL EXTERIOR INTERLOCK
6063-T6 ALUMINUM
9
L-9207
1
PANEL ASTRAGAL
6063-T6 ALUMINUM
10
L-9209
AS REO'0.
ALUMINUM GLAZING BEAD
6063-TS ALUMINUM
11
L-92I4
I
3 TRACK FRAME HEAD
6063-T6 ALUMINUM
12
L-9208
1
3 TRACK FRAME SILL
6063-TS ALUMINUM
13
L-9213
2
3 TRACK FRAME JAMB
6063-T5 ALUMINUM
la
PWS-016
AS REO'D.
BOTTOM RAIL wTS'P
ULTRAFAB #OB67576K
15
PWS-709
AS RER'D.
PANEL TOP RAIL WTS'P
.187'x.31D' C7830-6001-1)
16
PWS-003
AS REO'D.
FIN SEAL WEATHERSTRIP
.1H7'x.210' (7820-6001-9)
17
VWS-OD4
AS REO'D.
HULB VINYL (FPVC)
1/a' O.D.
IR
L-9016
2
SELF ADHESIVE PILE PAD
13/16' X 1 1/2'
19
HC-046
2
MVG. PANEL TANDEM ROLLER
2 X EA. MVG. 9pT. RAIL
20
FS-003
2
ROLLER ATTACHMENT SCREW
#8 % t/2' F.H./PHIL.
21
AR-006
2% PANEL
PANEL 'C' TRACK CLIP
6063-T6 ALUMINUM
22
FS-042
AS REOD.
'C' TRACK ATTACHMENT SCREW
,#!0 X 1' SM$ F.H./PHIL.
23
L-9018
t X ANCHOR
FIXED PANEL JAMB CLIP
6063-TS ALUMINUM
24
FS-011
] %CLIP
FIXED PANEL CLIP SCREW
#10 X S/8' PH/PHIL.
25
AR-020
■
INTERLOCK STEEL REINFORCEMENT
1/2' X 1 I/4' C36 KSI>
26
AR-021
■
ASTRAGAL STEEL REINFORCEMENT
1/2' X 1 1/2' C36 KSI)
27
AR-024
■
INTERLOCK STEEL REINFORCEMENT
3/H' X I' <36 KSI)
28
HC-Oa7
1
MORTISE LOCK HARDWARE
W/ HANDLES &KEEPER
29
■
1 x Panet
7/16' Laminated H.S. Glass
See Gtazfng Details
30
L-9022
■
ASTRAGAL PANEL SILL CLIP
6063-TS ALUMINUM
31
L-9215
1
POCKET JAMB HOOK
6063-T6 ALUMINUM
32
SM-5731
■
NELTRAL CURE SILICONE
Schnee -Morehead 5731
33
DC-899
AS REO'D.
NEUTRAL CURE SILICONE
Dow Corning 899
34
x
■
NEUTRAL CURE SILICONE
iremco Spectrem 2
35
HC-045
2
NYLON PLUG (,480' HOLE )
RIGID PVC
36
HC-043
� 2X PANEL
NYLON TOP GUIDE
RIGID PVC
37
FS-005
AS REO'D.
FRAME ASSEMBLY SCREWS
#8 X 1/2' P.H. PHILLIPS
38
FS-Ol3
AS REO'D.
PANEL ASSEMBLY SCREWS
#!0 % I' P.H. PHILLiPS
39
FS-014
AS REOD.
INSTALLATION SCREWS
#12 X 1 3/4' F.H./PHIL.
40
PL 75.6020
AS REO'D.
GLAZING SETTING BLOCK
SIFT PVC 1/8' x 1/8' x 2'L.
41
■
-
SCREEN PANEL
■
42
SM-5504
AS REO'0.
JOINT SEALANT
Schnee -Morehead 5504
a3
■
x
PERIMETER CAULKING
OSl POLYSEAMSEAL
q4
■
I
PRODUCT LABEL
x
. . ... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
. . ... . . . . .. .
3.615
1.000 062
750
_i
f II
I---1.594--I
t
FRAME HEAD O
• • • • •
.06si• •
36
3.500•• • • ••
• • • •
• •••�2'' •
• • •
•• • •
I
� -.687L
FRAME JAMB
J
• • /
••• •• e
••• ••
• •
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PANEL TOP CORNER
FRAME TOP CORNER
38
TWO TRACK FRAME
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1.000 I
1.500
TWO TRACK HEAD t.594
AT SHEETS 8, k 9.
I/ULTI-SLIDE FRAME HEAD
.090-�
062
s59
I
t-4.154-7
FRAME SILL
--1 12
I
2.250
1.750
Q
1.687
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M IAM I•QADE MIAMI-DADE COUNTY
LYMAULLU PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMIlVISTRATION DMSION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
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 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 Gdunty Prdddct Control"
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade tourity) resem4the rig • •
...... . ....
to have this product or material tested for quality assurance purposes. If this p;gdW.or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such•tatiag and"e 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 4'dt1gty Pr9dupt ;ContrM "'
Section that this product or material fails to meet the requirements of the applicabldbufl$ing code. " "'
This product is approved as described herein, and has been designed to comply -03 $e Florida•.Building • ; •
Code, including the High Velocity Hurricane Zone.- 0 0 """
DESCRIPTION: Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Re0inforcegie,trt& : L.M!-L 0 • • •
APPROVAL DOCUMENT: Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullions" sheets 1
through 10 of 10, dated 04/27/10, with revision E dated 05/14/18, 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 expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
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. 17-1212.24 and consists of this page 1 and evidence pages E-1,
E-2, E-3 and E-4, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 18-0529.03
�p 1 pJ j t Expiration Date: May 30, 2023
J Approval Date: June 14, 2018
Page 1
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
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 D dated 11/21/17, 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 mulliori,eprepared l�yHurricane •;
Engineering & Testing, Inc., Test Report No. HETI-02-T071,'dftfl'09/16/02, tested"""
per ASTM E8, signed and sealed by Rafael E. Droz-Sella, P.e.; ; ; ; • • ; • • • •
(Submitted under NOA No. 02-0501.05) •
.... . .. .....
2. Test report on: 1) Uniform Static Air Pressure Test, Loading per fBf, TAS Z0�-94 • • • • •
along with marked -up drawings and installation diagram of 120" s'1 in aluriiinurh tube
mullions with C4 x 4.5 steel channel reinforcement, prepared tF 11;;rican; • • 0000; 0
Engineering & Testing, Inc., Test Report No. HETI-02-1714, dated 08/2=7,,'slgned- •
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)
D. �a W&- 719, FAR: �
Manuel Perez,
Product Control Exa
NOA No. 18-0ine
Expiration Date: May 30, 2023
Approval Date: June 14, 2018
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 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 -up drawings and installation diagram of two aluminum.4(V zontal
sliding windows mulled at top with a 90" span mullion and a 45" high fiAd window• • • • • •
on top, prepared by Fenestration Testing Laboratory, Inc., Test Report Nct jaL-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, complyjVW;with Fl§ C 1010, • • • ;
prepared by manufacturer, dated 05/17/10 and updated on 01/25/12,:�repare d,46 gned....:0
and sealed by Thomas J. Sotos, P.E. ; ' : 0 0 0 0:
(Submitted under NOA No. 12-012 7.07)0004,•
•.•
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 6t' Edition (2017), and of
no financial interest, dated November 17, 2017, issued, signed and sealed by Thomas
J. Sotos, P.E.
2. 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)
3. 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)
Manuel P P.E.
Product Control xa iner
NOA No. 1 9.03
Expiration Date: May 30, 2023
Approval Date: June 14, 2018
E-2
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED)
4. Laboratory compliance letter for Test Reports No.: FTL-3619, FTL-3620, FTL-3621,
FTL-3622, FTL-3623, FTL-3624, FT1-3625, FTL-3626, FT1-3627, all dated
11/27/02, issued by Fenestration Testing Laboratory, Inc., and signed and sealed by
Joseph C. Chan, P.E.
(Submitted under NOA No. 03-0128.06)
5. Letter from manufacturer requesting a 1-year extension to allow time to perform
verification test, dated 04/07/17, signed by Nelson Erazo. ease
. . •••• ••••••
•
G. OTHERS . •
• • . •
1. Notice of Acceptance No. 17-0222.13 issued to Lawson Industlfi jl'hc. fol their
Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Rei�prcemQt ; • • • •
L.M.I.", approved on 04/13/17 and expiring on 05/30/18. ' ....' : ' • •' • • • • •
2. One year approval, subjected to successful verification test. • • ; • • ; . • • • • • •
.. .. .... ......
. . . . ......
2. NEW EVIDENCE SUBMITTED '
A. DRAWINGS • • •
1. Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullions", sheets 1 through 10
of 10, dated 04/27/10, with revision E dated 05/14/18, 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 202-94
along with marked -up drawings and installation diagram of 108-1/2" span aluminum
2" x 4"tube mullion with no reinforcement, prepared by Hurricane Engineering &
Testing, Inc., Test Report No. HETI-18-6036, dated 05/04/18, signed and sealed by
Rafael E. Droz-Seda, P.E.
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 108-1/2" span aluminum
2" x 4"tube mullions with no reinforcement, prepared by Hurricane Engineering &
Testing, Inc., Test Report No. HETI-18-6037, dated 05/04/18, signed and sealed by
Rafael E. Droz-Seda, P.E.
y10 K3na-?, -
Manuel Pere
Product Control E mine
NOA No. 18- 9.
Expiration Date: May 30, 2023
Approval Date: June 14, 2018
E-3
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
3. 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" horizontal span and
74" vertical span, 2" x 6" aluminum tube mullions with C4 x 4.5 steel channel
reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI-18-6038, dated 05/22/18, signed and sealed by Rafael E. Droz-Seda, P.E.
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 120" horizontal Van and......
74" vertical span, 2" x 6" aluminum tube mullions with C4 x t 5•steel chaMqt. • ,
reinforcement, prepared by Hurricane Engineering & Testing, 1A8;'Test Ireport No. ""' •
HETI-18-6040, dated 05/22/18, signed and sealed by Rafael 9 ))*q. .z-Sedgy,, P F. ; • • • •;
.
.... .. .....
C. CALCULATIONS •
...... . . .....
1. Anchor verification calculations and structural analysis, compliln 'with FBA V1,
Edition (2017), prepared by manufacturer, dated 05/24/18, sigpZ:d;a6pd sealed by .•.,;�
Thomas J. Sotos, P.E. """
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. None.
G. OTHERS
1. Notice of Acceptance No. 17-1212.24 issued to Lawson Industries, Inc. for their
Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement —
L.M.I.", approved on 02/01/18 and expiring on 05/30/18.
Manuel Perez,9,2023
.
Product Control Er
NOA No. 183
Expiration Date: May
Approval Date: June 14, 2018
E-4
. . ... . . . •••
.. .. . . . .. .. .
•
ANCHOR/CLIP
•
•
GLAZING
�
PRODUCT
••
3
ANCHOR CLIPHORIZONTAL MULLION
VERTICAL
VERTICAL
• •
MULLION
MULLION
GLAZING
GLAZING
GLAZING
z
PRODUCT
PRODUCT
PRODUCT
ANCHOR/CLI
Wt
W2
W3
MULLION SPAN
WIDTH (W) = Wt + W2 + W3
2
l ANCHOR/CUP
VERTICAL
MULLION
GLAZING
GLAZING
O z
PRODUCT
PRODUCT
retail
s
ANCHOR/CLIP
WI W2
W
WIDTH (W) = W1 z W2 WIDTH (W) = W1 2 W2
TYPICAL MULLION ARRANGEMENTS
ANCHOR/CLIP
• • • AN(:10R%j
GLAZING
PRODUCT
•
GLAZING
PRODUCT
[-HORIZONTAL MULLION
3
- GLAZING
PRODUCT
3
GLAZING
GLAZING
PRODUCT
PRODUCT
o z
N
Ja
3
VERTICAL
i w
'MULLION
ANCHOR/CLIP
w1
w2
MULLION SPAN
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.
ZONTAL MULLION
to 0
RECTANGULAR ALUMINUM TUBE MULLIONS
e
USING MULLION PROPERTIES ONLY
"t 1OI
N C b
GENERAL NOTES:
C, E.
c N
3
1. THIS PRODUCT HAS BEEN DESIGNED 70 COMPLY WITH THE
3 < M
REQUIREMENTS OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017-6th
i
+ N
Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
c =
3
2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE
h w =
APPLICABLE FLOR'OA BLDG. CODE REQUIREMENTS I.E: WIND LOAD. WATER
m 2 a
INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC.
II
3. MULLIONS ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS.
INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED.
3
4. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUC'URE.
5. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
3
6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL.
O'+
7. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF
r
WOOD ANCHORS ONLY.
8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS,
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET
THE REQUIREMENTS OF THE 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
R
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
W
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
_
m
U C
H
0
41 a�
PRODUCT REVISED '~ w
u contplp: wish the Florida V
Buitding Code -
Aca rAA Nu !8•!'15 =M1t
Emintion Dwe�Q --dV. d _
old
2X MULLION CLIP
6063-T6
NOTCH 'L
'L' OPTIONALI'�
1X MULLION CLIP
6063-T6
�Iom
.I/
e
NOTCH
T OPTIONAL
Ij ,25 MIN.
2.000
ANGLE CLIP
6063-T6
2.000
. . ... . . . ...
. . . . . . . . . .
. . ... . . . . ...
• .. • 125
• • •
4.000
29X 4• . 1�PI(�L • • • • •
T •T IAN?f FRnRIE • .
"LLl011 . • . . • •
I Lr
V- ,00622+1
2 X 6 1 X 4
STD. TUBE CUSTOM MULLION
MULLIO 6063-T6
Ixx: 2.070 in.
Sxx: 1.035 in3
-2.000 (FLANGE FRAME)
II STANDARD TUR BUUSHAPES
I TYP. WALL = .125• ALL
l�-2000-y
I 1
h ALLOY - 6063-T6
I TYPICAL
GLAZING PRODUCT
124
I
I
6.000
-2.D00 3.0D0 4.000
MULLIONS CONTAINING
TYPICAL GLAZING PRODUCTS
2 X 6
HORIZONTAL OR VERTICAL
STD.
TUBE MULLION6063-T6
SEE WINDOW OR DOOR APPROVAL FOR
FASTENERS SIZES AND SPACING
Ixx:
8.280 in4
Sxx:
2.760 in3
CLIP LENGTH
MULL
W
1 X 2
1.668-
1 X 3
2.688'
1 X 4
3.688'
2 X 4
3.688'
2 X 6
5.688'
1.500
1.000
1 X 3
CUSTOM MULLION
6063-T6
Ixx: 1.000 TIT
Sxx: 0.667 in3
(FIN FRAME)
R.660
.125
4A00
2 X 4
STD TUBE MULLION
6063-T6
Ixx: 2.980 ir�
Sxx: 1.490 in3
INSTRUCTIONS:
USE CHARTS AND GRAPHS AS FOLLOWS.
T P 1 DETERMINE DESIGN LOAD REOUIRED FOR PARTICULAR OPENING,
STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD
REOWREMENTS.
STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT
APPROVAL.
STEP 4 SPECIFY MAXIMUM SHIM SPACING.
1. ALL CLIPS AND ANGLES ARE TO FIT
USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE
STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
SNUG INTO TUBE MULLIONS.
IN STEP I ABOVE.
2. WHERE ANGLES ARE NOT FIT SNUG
USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS
INTO TUBE MULLIONS. SEE OPTIONAL
STEP 6 ON SHEET 9. SELECT ANCHOR TYPE WITH DESIGN RATING
ANCHOR DETAIL AT SHEET 9 OF 10.
MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE.
.062
1 X 3
CUSTOM MULLION
6063-T6
Ixx: 0.950 ink
Sxx: 0.633 in3
(FLANGE FRAME)
r L.D00 �j
I I .125
4.000
Ll
1 X 4
STD. TUBE MULLION
6063-T6
Ixx: 2.070 in
Sxx: 1.035 in3
1 X 2
CUSTOM MULLION
6063-TS
Ixx: 0.370 in
Sxx: 0.370 in'
(FIN FRAME)
01
Al
Ex
ODO By
II .125M.i
3.000
L
1 X 3
STD. TUBE MULLION
6063-T6
Ixx: 0.950 in'.
Sxx: 0.633 in3
z.oao
.156J A78
L((��
I-1.06Z
1 X 2
CUSTOM MULLION
6063-T6
Ixx: 0.330 in4.
Sxx: 0.330 in3
(FLANGE FRAME)
UKT REVIS®
Plyim TtiL71h. Fi wida
1 X 2
STD. TUBE MULLION
6063-T6
Ixx: 0.330 in
Sxx: 0.330 in3
o
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m
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C
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£
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¢ U
C
M
0
Z
�
c
2
RECTANGULAR ALUMINUM TUBE MULLIONS
USING MULLION PROPERTIES ONLY
RE THAND CANLIBE USED WITH RATED
ALLO LA SON SR LARGE MM AM I_DADEISSILE Ci
COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. i `��C3 •••• • ••'4eQ�ia
�n l�u�3
NOTES. z Lu
1. REFER TO THE GENERAL NOTES ON SHEET so
1 OF 10 FOR BUILDING CODE COMPLIANCE.
2. MULLIONS MAY BE ORIENTED VERTICALLY OR
HORIZONTALLY. '
6 .,d •�'• y e•
3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION t •�' [:
ARRANGEMENTS OR STACK CONFIGURATIONS. e
C
. . ... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
. . ... . . . . .. .
TUBE MULLIONS TUBE MULLIONS TUBE MULLIONS
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Q
z m
J
F F
J
2 0
_z
m
n
o m
Y N �V V
m v
4 .4ao
s W W a $
o- -
^
z V -
0
s s
F a
o " i Z m
g s
a m U O • C
HORIZONTAL MULLION
TYPICAL MULLION ARRANGEMENTS OOroj ,,,....**-...,/�yy
ARCHES TO BE INSCRIBED 2 Or • i
INSIDE RECTANGULAR SHAPE O O>
o < NOTE;
MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED rpoDUCTREVISM z'1,0 '• Oj
VERTICALLY OR HORIZONTALLY. "s'a^PIs "g "'u B" F1orda i ovG • `� �`
(INTERPOLATION BETWEEN WIDTHS ALLOWED) auiW„6C'�a H wA • 9
Aa<�rx< Nn %S' a
wt w2 WIDTH (W) = wt + wz sr a .•* P`1,���� m
MULLION SPAN 2 M proiuct d C
Width w MULL
SPAN
1X2
1X3
1 4
X4
2 6
h w
LL AN
1X2
1X3
1X4
2X4
2X6
Width w
MULL SPAN
1X2
1X3
1X4
2X4
2X6
18
38- 3/8"
125.0
125.0
RS..
111125.0
�25�
• 18
• • •
� • • �
• •
• • • •
741/4"
• •
•
• •
•
• •
28.3
81.5
125.0
125.0
125.0
18
120"
-
19.3
42.1
60.5
125.0
24
125.0
125.0
5.
125.0
1
21.2
61.1
133.2
125.0
125.0
24
-
31.5
45.4
126.2
30
123.0
125.0
1p5.i
f25.0
�25.0
• 30
17.0
48.9
106.5
125.0
1Z5.0
30
25.2
36.3
100.9
36
102.5
125.0
12 .0
.0
36
40.7
88.8
127.8
125.0
36
21.0
30.3
84.1
42
87.9
125.0
125.0
125.0
125.0
42
34.9
76.1
109.5
125.0
42
18.0
25.9
72.1
48
76.9
125.0
125.0
125.0
125.0
48
30.6
66.6
95.8
125.0
48
15.8
22.7
63.1
64
68.3
137.E
125.0
• 12,i.0 •
1 .0
•
27.2
59.2
85.2
125.0
64
20.2
56.1
60
61.5
123.9
125.E
129.0 •
t25.e
• 6a
24.4
53.3
76.7
144.2
60
-
18.2
50.5
66
55.9
112.E
125.0
1
25
-
22.2
48.4
69.7
131.1
66
16.5
45.9
72
51.3
103.2
125.0
0129.00
f25!
•7as i
20.4
44.4
63.9
120.2
72
15.1
42.1
78
47.3
95.3
125.
1 .0
1 .0
7
18.8
41.0
59.0
110.9
78
38.8
18
60.5/6"
89.3
125.0
125.0
125.0
125.0
18
84"
56.3
122.6
125.0
125.0
18
132"
31.6
45.5
126.4
24
67.0
125.0
125.0
125.0
125.0
1A
42.2
92.0
132.4
125.0
24
23.7
34.1
94.8
30
53.6
142.3
125.0
125.0
125.0
30
33.6
73.6
105.9
125.0
30
19.0
27.3
75.8
36
44.6
118.6
125.0
125.0
125.0
36
28.1
61.3
88.3
125.0
36
15.8
22.7
63.2
42
38.3
101.7
125.0
125.0
125.0
42
-
24.1
52.6
75.7
125.0
42
-
-
19.5
54.2
48
33.5
89.0
145.4
125.0
125.0
48
21.1
46.0
66.2
140.8
48
17.1
47.4
64
29.8
79.1
129.2
125.0
125.0
54
18.8
40.9
58.8
125.2
54
15.2
42.1
60
26.8
71.2
116.3
125.0
125.0
60
16.9
36.8
53.0
112.7
60
37.9
66
24.4
64.7
105.7
125.0
125.0
66
15.3
33.4
48.1
102.4
66
34.5
72
22.3
59.3
96.9
139.5
125.0
72
-
-
30.7
44.1
93.9
72
-
31.6
78
20.6
54.7
89.5
128.8
125.0
78
28.3
40.7
86.7
78
29.2
18
67"
62.6
125.0
125.0
125.0
125.0
18
96"
37.7
82.1
118.3
125.0
18
144"
24.3
35.0
97.4
24
46.9
135.1
125.0
125.0
125.0
24
28.3
61.6
88.7
125.0
24
18.3
26.3
73.0
30
37.5
108.1
125.0
125.0
125.0
30
22.6
49.3
71.0
125.0
30
21.0
58.4
36
31.3
90.1
125.0
125.0
125.0
36
18.8
41.1
59:1
143.8
36
17.5
48.7
42
26.8
77.2
131.1
125.0
125.0
42
-
16.2
35.2
50.7
123.2
42
-
-
15.0
41.7
48
23.5
67.5
114.7
125.0
125.0
48
-
-
30.8
44.3
107.8
48
36.5
54
20.9
60.0
101.9
146.8
125.0
54
-
-
27.4
39.4
95.8
64
-
-
32.5
60
18.8
54.0
91.7
132.1
125.0
60
24.6
35.5
86.3
60
29.2
66
17.1
49.1
83.4
120.1
125.0
66
22.4
32.3
78.4
86
26.6
72
15.6
45.0
78.5
110.1
125.0
72
20.5
29.6
71.9
72
24.3
78
-
41.6
70.6
101.6
125.0
78
-
-
19.0
27.3
66.3
78
-
-
-
22.5
18
63"
46.3
133.4
125.0
125.0
125.0
16
108"
26.5
57.7
83.1
125.0
18
150"
31.0
86.1
24
34.8
100.0
125.0
125.0
125.0
24
19.9
43.3
62.3
125.0
24
23.3
64.6
30
27.8
80.0
125.0
125.0
125.0
30
15.9
34.6
49.8
136.3
30
18.6
51.7
36
23.2
66.7
125.2
125.0
125.0
36
28.8
41.5
113.6
36
15.5
43.1
42
19.9
57.2
107.3
125.0
125.0
42
-
24.7
35.6
97.4
42
-
-
-
36.9
48
17.4
50.0
93.9
135.1
125.0
48
21.6
31.1
85.2
48
32.3
64
15.4
44.5
83.4
120.1
125.0
54
19.2
27.7
75.7
54
-
-
-
28.7
60
40.0
75.1
108.1
125.0
60
17.3
24.9
68.1
60
25.8
66
36.4
68.3
98.3
.125.0
66
15.7
22.7
62.0
66
23.5
72
33.3
62.6
90.1
125.0
72
-
20.8
56.8
72
21.5
78
30.8
57.8
83.2
125.0
78
19.2
52.4
78
19.9
vERrlcwL
_
MULLION
Z
CURING
GLAZING
PRooucr
vRooucr
�
'cLAZINc
vaDOucr
3
N
3
GLAZING
GLAZING
PRODUCT
PRODUCT
2X MULLION CLIP
6087-T6
DPNT10NAL1'f L.
1X MU
606 ILLION CLIP
✓ NOTCH C
\ OPTIONAL
0 0
0
NorcH
ovnowu.
125 MIN.
2A00
LI ANGLE CLIP
I--2000 I 6063-T6
. . ... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
. . ... . . . . .. .
1.000.
.062 J .686
• ••• •••rM:�@GW
a.000
0o
2X 4 a.0003.625
.lee .02_L,062�
2 X 6
6.000 T 1 X 4 1 X 4
M 1 CUSTOM MULLION STD. TUBE MULLION
6063-TS 6063-T6
Ixx: 4.709 In', Ixx: 4.709 in
Sxx: 2.355 in3 Sx x: 2.355 in}
2.000--I (FLANGE FRAME)
STANDARD TUBULAR SHAPES I`---2000
TYP. WALL - .125' ALL I 1.560
I ALLOY 6063-i6
II TYPICAL
GLAZING PRODUCT
.180
1.000 I 1.625
4.D00
I 6.000 /12 S.M.S.
012' O.C. 4_000 .125
3.000 4.000 1 3,625
MULLIONS CONTAINING
TYPICAL GLAZING PRODUCTS caxs.a
HORIZONTAL OR VERTICAL
SEE WINDOW OR DOOR APPROVAL FOR 2 X 6 2 X 4
FASTENERS SIZES AND SPACING STD. TUBE MULLION STD, TUBE MULLION
6063-TG 6063-TB
Ixx:19.648 int Ixx: 7.649 in
Sxx: 6.549 in� Sxx: 3.825 in�
INSTRUCTIONS:
USE CHARTS AND GRAPHS AS FOLLOWS.
STEP 1 DETERMINE DESIGN LOAD REGUa1ED FOR PARTICULAR OPENING.
STEP Z USE APPROVED GLAZING PRODUCTS MEETING ABOVE I DAD
REOUIREMENTS.
STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT
APPROVAL.
L.STEP a SPECIFY MAXIMUM $HIM SPACING.
1. ALL CUPS AND ANGLES ARE TO FIT STEP
USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE
��`5 VATH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
SNUG INTO TUBE MULLIONS. IN STEP I ABOVE.
2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS
INTO TUBE MULLIONS. SEE OPTIONAL STEP 6 ON SHEET 9. SELECT ANCHOR TYPE WITH DESIGN RATING
ANCHOR DETAIL AT SHEET 9 OF 10. I MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE,
CLIP LENGTH
MULL
"L"
1 X 2
1.688'
1 X 3
2.688'
i X a
3.688'
2 X 4
3.6B8'
2 x 6
5.688'
312 L000 1.500
.6� 62� r .125 F.666
125
.115 1.732
3.000 2000
3.000 2.668
�I
.156J I .1D2 �I.DDOJ
1L 1 X 3 L189
LD62 STD. TUBE MULLION 1 X 3
1 X 3 6063-T5 CUSTOM MULLION
CUSTOM MULLION 6063-T6
6063-T6
a Ixx: 2.168 in' Ixx: 2.218 in.
Ixx: 2.168 In.
Sxx: 1,445 in3 Sxx: 1.445 in. Sxx: 1.479 in3
(FLANGE FRAME) (FIN FRAME)
PRODUCT REV ISFD
ss cwvplYi>L1 wish Ow Florida
A�Tccept>ou No �' 'ar
);x�i(aliaa Date '1023
BY
MiaTn' uduct
RECTANGULAR ALUMINUM TUBE MULLIONS
USING MULLION PROPERTIES ONLY
THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT m
AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE
COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. !f
Tn O=IY
NOTES: t
1. REFER TO THE GENERAL NOTES ON SHEET i Zpc
1 OF 10 FOR BUILDING CODE COMPLIANCE.
2. MULLIONS MAY BE ORIENTED VERTICALLY OR H>�
HORIZONTALLY. °z
3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION
ARRANGEMENTS OR STACK CONFIGURATIONS.
. . ... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
. . ... . . . . .. .
STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS 9TEEL REINFORCED TUBE MULLIONS rn
w
% E-
O Z
D
y
a0 i
C V V
o s D Z
0 o v 2 z
o e
n '
Z W 0 p Z-+
z <
I D Y
ro i a m o
i
N s
m a 3
. i EE-F O
c
Z j rn
O a Z
0
r� o
�/
� m
F � F
asp m
v 2 z
0
r
Qas
;r
Y $ S N N
Y i i yS
#g E z z
d(g�o g
4 < m u c i,i
EY F
HORIZONTK MULLION ,"gIT1ltt"tp,
TYPICAL MULLION ARRANGEMENTS J")c ••« ,�+��tL�t
m �� tp
VERTICAL
ARCHES TO BE INSCRIBED i
Z INSIDE RECTANGULAR SHAPE V y�'kj In CL gI�'I_
GLAZING GLAZING j Q NOTE. h W cc:
PRODUCT PRODUCT �a MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED '^ •Z�
� In PFO[NICE REVISED
m VERTICALLY OR HORIZONTALLY. mcmuoyirytwith ftFlorida
(INTERPOLATION BETWEEN W'DTHS ALLOWED) Bc`C�e� la p �� �•, j
E rioe Dace a ice,,,' '••... .• ,``,1�
wl W2 WIDTH (W) = wt + wz
�MULLIQN SPAN�� 2 BY yff%l1;2 •, • aye,
Ai' P 1or
O
Width w
MULL SPAN
i X 3
1 X 4
2
:�X 5
W' h w
j�1LL SPA01
1
1 X 4
2 X 4
2 X 6
Width w
MULL SPAN
1 X 3
1 X 4
2 X 4
2 X 6
18
38. 3/8"
125.0
725.0
125.0•
•1 5.0
• 1d
• • • • �
• •
• •
• • •
741/4"
• 000
� � •
• •
� � • •
1LS.O
125.0
125.0
125.0
16
120"
44.0
95.7
125.0
125.0
24
125.0
125.0
1
5.0
1
125.0
125.0
125.0
24
33.0
71.8
116.6
725.0
30
125.0
125.0
11l5.0•
1l5.0
• 30
111.9
125.0
125.0
725.0
30
26.4
57.4
93.2
125.0
36
125.0
125.0
1
1 .0
125.0
125.0
125.0
36
22.0
47.8
77.7
125.0
42
125.0
125.0
125.0
725.0
42
79.7
125.0
125.0
125.0
42
t8.9
41.0
66.6
125.0
48
125.0
125.0
125.0
125.0
48
69.7
125.0
125.0
125.0
48
16.5
35.9
58.3
149.7
64
125.0
125.0
125.0
•125tD
�4
•6C.0
134.6
125.0
125.0
64
31.9
51 8
133.1
60
125.0
t25.0
125.0•
12!!0
•
55.8
121.2
125.0
125.0
60
28.7
46.6
119.8
66
125.0
125.0
125.0
•125a0
50.7
110.1
125.0
125.0
68
26.f
42.4
108.9
72
125.0
125.0
125.0
•1290
• T!
4U.5
101.0
125.0
125.0
72
23.9
38.9
99.8
78
125.0
125.0
125.0
12.
8
42.9
93.2
125.0
125.0
78
22.1
35.9
92.7
18
50-5/8"
125.0
125.0
125.0
125.0
78
84"
128.4
125.0
125.0
125.0
18
132"
33.1
71.9
116.8
125.0
24
125.0
125.0
725.0
125.0
24
96.3
125.0
125.0
125.0
24
24.8
53.9
87.6
125.0
30
125.0
125.0
125.0
125.0
30
77.1
125.0
125.0
125.0
30
19.9
43.1
70.1
125.0
36
125.0
125.0
125.0
125.0
38
64.2
139.5
125.0
125.0
36 '
t6.5
35.9
58.4
125.0
42
125.0
125.0
125.0
125.0
42
55.0
119.5
125.0
125.0
42
30.8
50.0
128.5
48
125.0
125.0
125.0
125.0
48
48.2
104.6
125.0
125.0
48
-
27.0
43.6
112.5
64
125.0
125.0
125.0
125.0
64
42.8
93.0
125.0
125.0
54
-
24.0
38.9
100.0
60
125.0
125.0
125.0
125.0
80
38.5
83.7
135.9
125.0
60
21.6
35.0
90.0
Ei6
147.7
125.0
125.0
125.0
65
35.0
76.1
123.6
125.0
fib
19.6
31.8
81.8
72
135.3
125.0
125.0
125.0
72
32.1
69.7
113.3
125.0
72
18.0
29.2
75.0
78
124.9
125.0
125.0
125.0
78
29.6
64.4
104.6
125.0
78
16.6
26.9
69.2
18
57"
125.0
125.0
125.0
125.0
18
86"
86.0
125.0
125.0
125.0
18
144"
25.5
55.4
89.9
125.0
24
125.0
125.0
125.0
125.0
?a
64.5
140.1
125.0
125.0
24
19.1
41.5
67.5
125.0
30
125.0
125.0
125.0
125.0
30
51.6
112.1
125.0
125.0
30
15.3
33.2
54.0
138.6
36
125.Q
125.0
125.0
125.0
36
43.0
93.4
125.0
125.0
35
27.7
45.0
115.5
42
125.0
125.0
125.0
125.0
42
36.9
80.1
130.1
725.0
42
-
23.7
38.5
99.0
48
125.0
125.0
125.0
125.0
48
32.3
70.1
113.8
125.0
48
20.8
33.7
86.6
64
137.0
125.0
125.0
125.0
64
28.7
62.3
101.2
125.0
54
18.5
30.0
77.0
60
123.3
125.0
125.0
125.0
80
25.8
56.1
91.1
125.0
60
16.6
27.0
69.3
66
772.1
125.0
125.0
125.0
66
23.5
51.0
82.8
125.0
86
15.1
24.5
63.0
T2
102.8
125.0
125.0
125.0
72
21.5
46.7
75.9
125.0
72
22.5
57.8
78
94.8
725.0
125.0
125.0
78
19.9
43.1
70.0
125.0
78
%'cuzlNc
PRODUCT
;
;
GLAZING
GLAZING
PRODUCT
PRODUCT
3/4" MIN.
ANCHOR LOCATION
.
.
••.•
•
.
.
...
..
..
. .
..
..
.
. .
.
.
. .
. .
.
.
.
.
...
. .
.
.
.. .
5/76' TAPCONS MIN. EDGE DIST.
s/16• TAPCONS 2_3/76` CONCRETE OR
MIN. WOOD PENETRATION • 1 �1/2' YIi� y'000 PENE&tATION a" OLLOw BL CK
CLIP
(1 ON EACH WING I p�R ANGLE
• • • • • • • • • • 5/16' TAPCONS 5/16' TAPCONS
• • • • • • • 1-3/4' MIN, EMBED INTO MASONRY 1-3/4' MIN. EMBED INTO MASONRY
• 3/4" 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE b
• • MIN. 1O �m
• iv . 1 �Z .I . I �Z I M10
•• • • • •• •• •
,I II • • • • • • • • II •I
1 I I • • • • • • • • I I i j •
IL_JI • • • • • • • • 11 II •
,� • • 1X &ATING, CUP • • It, • I1 r 1 ALIIM2ANGLEB•
z BY u u
WOOD BUCK I I I 1
I I 1 1
5/16' TAPCGNS
1-1/2' MIN. WOOD PENETRATION
I PER ANGLE
1111I1 11
II II
I BY II II 2 X 2 X I/6'
V000 BUCK II II ALUM ANGLE
u u
I I
ALL CLIPS AND ANGLES TO FIT SNUG
INTO TUBE MULLIONS.
TAPCONS MAY BE HE OR FLAT HEAD.
ANCHORS TYPE 'A'
2 ANCHORS INTO WOOD
pml.�II�II% III/ 11/
�1����
i I Ii 1 1/4" MI
2 BY
WOOD BUCK Ullj
ANCHORS TYPE 'B'
4 ANCHORS INTO WOOD
CLIP
2X 2X 1/6'
ALUM ANGLE
1 I • I 1 1 �� C
3 `� I
z>
NX 1t II 1jI 1lL J11I11
IIII IIII
% B' I!f JW z
2 7/16_
MIN. co RS
I
< I1 II 22 X 1/IJI
------------- WOOD BUCK I 1 lxLUALUM ANGLE Uu
I I I I I I
I I 1 1 I I
ANCHORS TYPE V (INTO BLOCK)
ANCHORS TYPE 'G' (INTO CONCRETE)
ALL CLIPS AND ANGLES TO FIT SNUG 4 ANCHORS THRU 1X BUCK
INTO TUBE MULLIONS.
IN1 `TO 4" & 2"x4" MULL CONCRETE OR BLOCK
x
TAPCONS MAY 8E HEX OR FLAT HEAD.
MIN. EDGE DIST.
2-3/16" CONCRETE OR
4" HOLLOW BLOCK • 5/16' TAPCONS 5/16' TAPCONS
1-3/4• MIN. EMBED INTO MASONRY 1-3/4' MIN. EMBED INTO MASONRY
2 PER CLIP (1 ON EACH WING) 1 PER ANGLE
L 1 I
X .I 11 II it
< LJI
I --------- 1 W000 BUCK 'j 1x FLOATING CLIP It II
N U u
I I I 1 1 I
I I 1 1 1 I
I I
ANCHORS TYPE 'C' (INTO BLOCK)
ANCHORS TYPE 'F' (INTO CONCRETE)
2 ANCHORS THRU I BUCK
1 INTO CONCRETE OR BLOCK
1/5/4 4�aG/( ¢ e'd4 �
i t
i 1 Sr • 1'ROI)IICT REVISED
r -- -- _ - -- -1 .n n+mW)m8 wiN the Fbrida
I 1 13Milmtr; Gfdt
I 1 nC«PtiS C Nu
G ' Y.iu Date 4TVNL
ALTERNATE p,.
ANCHOR LOCATION
m
o_
V
c
i
gh
-_
X 2 X 1/6'
Y
UM ANGLE
o
0
V
Y u
MIN. EDGE DIST.
2-3 GGI OR
4 HOLLOW BLO K
. . ... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
. . ... . . . . ...
5/16" TAPCONS
—1-}*' MiN. WEED INTO MASONRY• • • • •
2 •ER 4LIP4(18ON EACH VNG), • • • • 65/16" TAPCONS
♦ • • • • • -3/46 MIN. •NBA INTQ MASONRY
• 1 1 • • • • • I PER ANGLE
• MIN • • • • •
• • 11 a • •• • •,, N �
• • • • • �N_
•
I w l • • • • j,"
1LL r l•••r I I• • •CONL• • I F 71
CONCRETE OR L-�1 CEMENT BLOCK ii ii 2 X 2 X I/e'
---------4 CEMENT BLOCK � It It ALUM ANGLE
FLOATING CLIP U U
Nis
mwm
MULL
f
ANCHORS TYPE 'C' (INTO BLOCK)
ANCHORS TYPE 'F' (INTO CONCRETE)
2 ANCHORS INTO CONCRETE OR CEMENT BLOCK
4ATE MULL
M LOCATION
I
/16" TAPCONS
4'MIN. EMBED I
INTO MASONRY
2 PER CUP
(1 ON EACH WING)
12 SM5
PER ANGLE
e
1
MW. EDGE DIST.
2-3/
OR
5INTO TAPCONS
5/16'INTO TAPCONS
4"
OLLO EIL
OLLOW BL
1-3/4-
GK
C.
MIN. EMBED INTO uA50NRr
1-3/4' UN. EMBED INTO uA50NRY
u b
4 PER CLIP (2 ON EACH WING)
2 PER ANGLE
4..
MIN.
O e I
'
.I•
n •I
I
I
oz I
�-
-
-
30n 1
1
u II
n n
oo
II II
11 II
It-JI
CONCRETE OR
CEMENT BLOCK
11 II
11 I I
N W =
ro t a 1
----------
-
l-1
II
2 X 2 X 1/8'
ANGLE
N
I
FLOATING CUP
I I
11
U U
ALUM
I 2 7 16
I
I
I I
1 I
� MIN.
�
1 I
I I
<
F
E-
3 MI1N. 4"
y
O ?
uuu
j
Z
ANCHORS TYPE 'D' (INTO BLOCK)
i
¢ F
cr
ANCHORS TYPE 'G' (INTO CONCRETE)
W.
3
4 ANCHORS INTO CONCRETE OR CEMENT BLOCK
1 "x4" & 2"x4" MULL
.7
2
U
<
MULL
�
I I I 1
�
X
< I I I I FLOATING CUP
CONCRETE OR
� -•
If-TI
CEMENT BLOCK
II II
II 11
II 11
h tl
5/16" TAPCONS
1-3/4' MIN. EMBED INTO MASONRY
4 PER CLIP (2 ON EACH WING)
ALL CLIPS AND ANGLES TO FIT SNUG
n n
INTO TUBE MULLIONS.
• .. TAPCONS MAY BE HEX OR FLAT HEAD.
,I
`T CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED
z I •I
WITH ALKALI -RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR
I I WATER -WHITE METHACRYLATE LACQUER.
. 14(N)uCT REVISED
n comPlyirq with the Florida
BwldinBCode �
AccelN �1'1UlS-,Stq•i
1 ml ul -CIF
MIN. EDGE DIST.
2-3/16" CONCRETE OR
4" HOLLOW BLO K
l I•"
2X6 MULL
.
.
...
.
.
.
...
..
..
.
. .
..
..
.
. .
.
.
. .
. .
.
.
.
.
...
. .
.
.
.. .
4 3-3 • • • •5/,6'•T16LbNS • •
/ a'• • • 1 3/4' MIN. EMBEO'INN 10 MAjbNR*
MIN. • 4•PER tP (2 IN EAR WINO •
• • • • ••
t . . .• • • •
• • • • • .
CLIP LENGTH
MULL
"L"
a X 4
3.688'
6
• 5.688'
•• • • • • ••• ••
MULL 5/16' TAPCONS
MIN. EDGE DIST.
2-3/16" CONCRETE OR
CLIP LENGTH
MULL
"L"
2 X 4
3.688'
2 X 6
5.688'
5/16" TAPCONS
1-3/4' MIN. EMBED WTO MASONRY
4 PER CLIP (2 ON EACH WING)
MULL 5/16" TAPCONS
1-3/4- MIN. EMBED INTO MASONRY
4 PER CLIP (2 ON EACH WING)
1
IN.
MIN.
�
E
a
61
%6 MULL -
c
c
'
G
C
"---------
F
C
L5 11/16" I ALL CLIPS AND ANGLES TO FIT SNUG ANCHORS TYPE 'E' (INTO BLOCK)
---11! INTO TUBE MULLIONS. ANCHORS TYPE 'H' (INTO CONCRETE) WOOD
ANCHORS TYPE 'E' (INTO BLOCK) TAPCONS MAY BE HEX OR FLAT HEAD.
4 ANCHORS THRU 1X BUCK
ANCHORS TYPE H' (INTO CONCRETE) CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED INTO CONCRETE H BLOCK
ANCHORS INTO CONCRETE or BLOCK
WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR 2"X6" MULL SHOWN
2"X6" MULL SHOWN I WATER -WHITE METHACRYLATE LACOUER.
PRODUCT REVISED
as complying Wnh the Florida
Bu4ding Code
Arocpuna No Jy,^{��
Emiretioa Dale H�_�7.
BEE
.. .. . . . .. .. .
. . . . . . . . . .
. . ... . . . . .. .
MIN. EDGE DIST,
5/16- TAPCONS
2-3/16' CONCRETE OR
1-3/4- MIN. EMBED INTO MASONRY
3-3/4"
4" HOLLOW K
1 TOTA• (2 ON WING)
• • • MIN. •
•
0
• • •• •
•
• • • •
+ • • • •
n
• •
• • •
••
• �i
)
1 •• • • •
« •••I 1 ••
2 -7/16'
r ► a • • •
• ••• • •
• •
1 �• ••
! MIN. ! 2.4 o, R6 �11 • •
• •
L_____________J t• • •
w • I I
i• • i i
�• •••LJ •
2Xxz 1/4'
ALUM ANGLE
CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED
WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR
WATER -WHITE METHACRYLATE LACQUER.
MIN. EDGE DIST.
2-3/16' CONCRETE OR
LOCATION OF SCREWS CONNECTING
ANGLES TO TUBES WHERE ANGLES
ARE NOT FIT SNUG INTO TUBE
MULLIONS.
5/16- TAPCONS j14 e
1-3/4- MIN. EMBED INTO MASONRY 4 PER AN(
2 PER ANGLE
• 1X2X 1/8'
ALUM ANGLE
--_7_
1 3/4" OPTIONAL ANCHOR DETAIL
MIN.
ANCHORS INTO CONCRETE OR CEMENT BLOCK
CLIP LENGTH
"L"
R2:3
k
1.688'
2.688'
1 X 4
3.688'
2 X 4
3.688'
2 X 6
5.688-
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.
/ 14 S.M.S.
2/ CHANNEL TUBE MULLION
012 F.H. S.M.S.
2/ S DE
1/8- THICK ALUM CHANNEL 1
LENGTH TO FIT SNUG
INTO MULLION TUBE MULLION
[ES MAY BE NOTCHED I I
SHOWN TO ALLOW INSTALLATION I 1
CUP ANGLE
LK JOINT AFTER ASSEMBLY
114 FM SMS
2 PER CLIP
ACCESS HOLE 1-I/2O.C. MIN.
I
------ ---- ------
I I I
THIS SCREW CAN BE
INSTALLED IN EITHER 1 1 212 FM S45 1 I
OIRECTKIN 1 1 2 PER CUP 1
I I 1" O.C. MIN. I I
I 1 I I
I
1-3/4- X 2' X 1/8- (FOR 20Y TUBE)
3/4- X 2' X 1/8- FOR (1BY TUBE)
ALUM ANGLE
CUT TO FIT SNUG INSIDE TUBE
ANCHORS TYPE 'I'
METAL TO METAL CONNECTION
USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION
PRODUCT REVISED
A: c 44)vg with the Florida
ALL N
CLIPS AND ANGLES TO FIT SNUG !1•.Idi.1 Code
INTO TUBE MULLIONS. gcccPtanx o:d'
TAPCONS MAY BE HEX OR FIAT HEAD. ExpeatioR Dare
L-. i F
h
C
0
m
n I
h
z
Z
•
3 0 v
i
c�
z
J Z
o
C
Z a
maa
2
O
g
>c
J e
1
2
In
_
o
It
3
� 4F4
V
In
= Z
o
m
Ul
d
lJ 1
kck:.t
a
Igl "11I.1I al.6 Ct
.
.
...
.
.
.
...
..
..
.
• .
. •
..
.
.
. .
.
. .
. .
.
.
.
..••...
....
ANCHOR
TYPES
ANCHOR
TYPES
ANCHOR
TYPES
C
O
p C
O y
M �j In
N < V
_o
O N Z
v h
Z = Q
F
Z
Y
m
(n U
Q
O
O
O
C
YNdBt
MULL tPM4
A
B
C
D
E
F
H
1
tMeth
MULL SPAN
A
B
C
D
E
F
O
H
I
VNQCM h
MULL
11
00 2
4No i a
j
e
j
o_o
T
1 /�i O
V+ 1
Z
�
V
V 2
Z
Z
a <
w U
m
EO
rn
Z a
Z
V
d o
N
C
O
U
a
U
_o
1
=
3
r
t
Y
N
g n
y
D i
N
- _
i
e
o
ANCHOR/CUP
a
N
CLIP ARRANGEMENTS
ANCHOR/CUP
HOWZONTAL
i a to
n 4 8 i cE
az° I
MULLION
ANCHOR CLIP NOTES:a
1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER a`
TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES. ,`'ITRI741Roff 41d
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. ° 1� ; �, ,s LL
4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER
LOCATIONS AT HEAD, SILL OR JAMB ENDS. '�. 10 # Zi
5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. PRODUCTPF.VISED z O�
M ca:Iplyilg wuh the Flmdo C g ••"� = v' O`
4 rwwDee 8� �ZD�S Frc°�� •���� I
a I1j2j P•41`�ti t�
t:itr derud;dLyC o
W1
W2
HORIZONTAL MULLION
TYPICAL MULLION
SPAN
SPAN
A
B
C
D
E
F
G
H
I
18
24
38918
1b.W
125.W
125.W
72500
1X•
•
W
125.W
••
•
•
•••
741/4
•• •
• •
725.00
125.W
ib.W
7XW
12500
725.00
1X00
125W
78
120
56.13
11Z27
i29.07
125.W
125.W
144.27
12500
12<00
125.00
131.85
12500
125.W
112500
12S
1 0
1�W
iji6.W
12
24
136.06
725.W
725.W
125.W
12500
125.00
125W
,25W
24
42.10
&20
98.80
145.W
,25.00
10820
1250C
12500
11570
30
36
1G5.32
125.00
125.W
1b.00
iX
12�0
12flW
125 LY!
7t5.W
�
5•�
108.88
125.16
125W
125W
139.89
12500
125 r10
149.59
30
33.88
87.38
77.44
718.48
125.W
86.56
13Q24
1b.00
9256
67.77
,2500
725W
12500
125.
125W
1 5
45.
90.72
10/.30
125W
125.00
118.58
12500
12SW
124.
36
2907
56.13
84.53
97.07
129.W
Rt3
10853
74420
77.13
4z
M
7s23
125.W
125W
12500
i ao
125.00
125W
125W
, W
42
.89
77.76
89.40
13446
125W
9992
,2500
725
70885
4Z
24W
48.11
55.37
B3.2D
110.57
6183
93.03
123.60
66.71
85.ffi
731.85
125W
72500
12500
12500
125.00
125.W
125.W
b
3402
69.04
18.22
1t7.B6
125.00
87.43
731.58
125.W
9349
d8
27.05
42.10
48.40
R8D
9fl75
51.10
8140
108.75
$7.85
6!
5857
117.02
134.53
125.00
12500
1b.00
125.W
125.W
125W
30.24
80.48
8957
1045813fl99
77.72
11fl94
125W
83716/
18.71
43.0264.71
BflW
4809
R38
98.13
511260
5286
105.32
127.06
12500
125.00
1b.25iW.72
�'�54A3
8258
9413
125098995
105.24
739.837a80
60
1684
3872
5824
T710
4326
8512
8852
4fl28
t%
78
17.87
95.74
110.07
125.00
12500
11251.W
13•2474
49.48
5fl89
85.57
113.72
8359
9i89
127.12
BflW
86
1531
35.20
529570.38
39.35
59.207865
4207M
43.88
67.77
100.90
12500
125.00
125.06125.01E120E0
22B8
15.38
5215
78.44
104.24
5829
87.70
11fl53
6233
72
14.W32.27
4fl53
84.50
36.07
Sd27
R70
3fl57
10.57
81.01
93.14
i40.09
125.00
1047171.94
M54
41874814
R40
98.22
53.81
80.98
f07.58
5754
78
1295
R25�91
29.78
44.80
5951
3.1.29
W.09
t78%
356018
5098
13308
125W725W
12500
12500
11251WS.W110.79
84
125.W
1b.W
125W
12500
12500
12500
125W
125W
iB
132
51.03
1,7,33
125.W
125W
737.15
72500
72500
14Q24
u
30
99.79
725.W
125.W
12500
125.00
125.00
725W
125.W
125W
W.14
72029
13820
125W
125.00
12500
12500
1bW
125W
24
3827
BB00
13238
125.W
98.38
148.00
12500
,0518
79.83
12500
125.W
12600
125.00
12500
125.W
125W
125.W
18.11
9623
tW.ffi
12SW
125.00
123.66
125.00
125.W
13223
>0
3082
70.10
705.89
140.73
7flQ9
118.40
,25.00
84.75
38
42
88.53
133.08
125W
125.70
725.00
125.00
125.W
125.W
12500
36
40.70
B0.19
9219
73667
725.W
10305
12500
125.W
110.19
33
2551
51.03
58.87
8fl24
717.Z7
%.58
58.21
988T
89.57
731.09
17236
10.12
80.10
57.02
114.05
131.12
1X00
72500
148.58
12500
125.W
125.W
Q
34.37
89.73
7902
i7686
12SW
Bfl33
13290
,26.W
9445
42
13.74
50.29
7564
1W.52
48
4990
9979
114.73
12500
1X00
72824
125W
126W
137.73
d8
3('07
29.53.46
60.11
�.14
104.W
t3911
T729
1116291125.00
8264
18
3827
41W
6fl18
87.95
4978
7100
9fl32
525964
14.3586.70
101.98
1b00
t2500
11399
125.W
12flW
121.89
6l
81.464244
17138
8870103.371.33
73165flB3
7818
43726578
87.3975
SO
3992
79.83
91.78
13fl05
125.00
1D259
125W
125.W
109.70
60
21.064871
%.31
83.20
,1Q5761.83
9303
12380
68.115295
k
10.36
39.355920
78dri
420783
38.29
R5B
63.M
12550
125.00
9326
140.33
,25.W
99.73
M
21.87
43.74
50.29
7564
100.ffi
Sfl21
8457
11238
Q0.104fl13
8197
3577
5382
71.50
382572
33286fl53
78.d8
11504
72500
6549
12883
12SW
91.4272
20.05d010
4810
89.33
9214515277.52
1WW
551044.12
5fl64
32.79
49.33
65.%
35.0678
30.71
6,41
70.80
10fl19
141.13
78.92
118.74
725.W
Bd.3B
7818.5137.01
42%
8400
B5.05
47SB
7158
9508
5088
23.%
2708
40.73
51.13
30.27
45.51
BO.SD
3236
15
u
57
178.78
725.W
125W
125.00
125.00
125.00
1b.W
125.W
t25W
is
96
10.17
740.33
125.W
125.W
125W
1b.00
125.00
125W
125.W
18
144
48.78
93.56
107.56
125.W
125.W
120.22
12500
t2500
128.56
88.63
125.W
725.W
125.00
12500
1b.00
125W
125.W
125W
2l
5283
105.25
121.W
12;.W
125.OD
13125
12500
125.W
141.83
24
3508
70.17
81'87
121.33
1b.W
90.17
735.67
12a00
96.42
30
33
70.91
741.81
t25.W
725.00
,25.00
72fl00
125.W
125.W
125.W
JO
42.10
84.20
96.W
14580
125.W
10fl20
125.00
1b.00
115.70
>D
ZB.07
58.13
84.53
97.07
129.W
R73
108.53
14i.20
77.13
59.09
118.18
73SB6
12500
12500
725.00
125.W
125.W
125W
36
35.06
70.77
B^..87
721.33
,25.W
90.17
73587
125W
98.42
38
23.39
48-78
53.78
8D 69
107.50
00.11
90.44
120.17
84.28
42
50.%
101.29
11fl15
125.00
12500
13Q17
125.W
125.W
139.19
42
30.07
W.14
89.14
104W
138.21
77.29
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