HomeMy WebLinkAboutNOA - 1-07-20MIAM•DADE6
®Il'I1AMI DADE COUNTY, FLORIDA
C PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) - 11805 SW 26 Stree4 Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315--2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) RECEIVED www.miamidade.gov/economy
Lawson Industries, Inc. JAKI A 7 2020
8501 NW 90a' Street
Medley, FL 33166 Permitting Department
SCOPE: St. Lucie County
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 SIiding
Glass Door (LUD", 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.
MISSELF, IMPACT RATING: Large and Small Missile Impact Resistant
1. `See Design Pressure (DP) Vs door size, glass type, reinforcements, sill type and configuration in sheets 2
sheet 5 and sheet 8.
2. See pocket installation detail in sheet 11 and notes 915 and #16 in sheet 1.
3. Applicable Egress requirements to be reviewed by AI -
LABELING: Each unit shall bear a permanent label with the manufacturer's name or Iogo, 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. .
TERAUNATION 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 ofthe 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 therequest 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.
NOA No.17-1212.05
t MIAM�DADEcourm Expiration Date: February 13, 2023
• ► Approval Date: January 257, 2.018
Page 1
r
Lawson Industriez, Inc. -
41),
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 04/15/15, 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 SOD,
prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-
3269, dated 05/16/11, HETI--11 3292, dated 10/20/11, IIETI--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, BETI-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 3307, dated
10103/11, HETI--11 3314, dated 10/20/11, HETI-11 3330, dated 01/16/12, I ETI-12-
4052, dated 07/10/12, BETI-12-4054 and HETI-12--4065, dated 09/24/12, all signed
and sealed by Rafael E. Droz-Seda, P. E.
(Submitted under previous NOA No. 12 1204.12)
3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) 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-12-
4041, dated 10/12/12, signed and sealed by Rafael E. Droz- Seda, P. E.
(Submitted under previous NOA No.121204.12)
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.121204.12)
Ishaq L Chanda, P. E.
Product Control Examiner
NOA No. 17-1212.05
Expiration Date: February 13, 2023
Approval Date: January 25, 2018
E-1
.4V
" L_ kSberto Lomas P.E.
143^& oodlord Rd. t
- Manufacturer: Masonite
wuvdle, NC 27023
Report #: 514010
434-68M609
Date: 05/01/2017
rllomasna irlOmaspe.com
Test Report: N/A
Product: Single door Tx 6'8" (Wood Frame)
Scope:
This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to
the product described herein. These calculations comply with requirements of the Florida Building Code.
Anchor capacity in shear condition:
Solid members w/ 6 w/out gap:
a. With threads present in shear plane
Fastener type: #10 wood screw
(ND5 2012. TR12)
Nominal diameter: D:
0.190 in
Gap: g: 0.0000 in
Root diameter:Dr:
0.152 in
Moment arm: 0.0000 in
Minimum required penetration: p:
1.140 in
Screw bending yield strength= Fib = 80.000 psi
Side member: Douglas Fr -Larch (6=0.50)
Main member: Spruce -Pine -Fir (G=0.42)
Side member thickness: t,=
1.000 in
Main member thickness t = 1.500 in
Side member dowel bearing strength: F. =
4.650 psi
Main member dowel bearing strength: F" = 3.350 psi
Side member dowel bearing length: I, =
1.000 in
Main member dowel bearing length: Im = 1.140 in
i Mode I Made I,
Mode II
Mode IIIMode III,
Mode IV
qm= 636.516s/in qs= 88416s/in
A: 0.0007
A: 0.00096 A: 0.00107
A: 0.0014
P = 725.61 Ibs P = 884 Ibs
B: L07
B: 0.57 B: 0.5
B: 0.000
Ko = 2.400 Ka = 2.400
C:-427.67
C:-253.62 C: -267.7
C: -93.6
Z„= 302 Ibs Z:= 368 Ibs
P = 331 Ibs
Ms = 46.8 in-Ibs Mm = 46A in-Ibs
Ko = 2.400
P = 297 Ibs P = 319 Ibs
P = 263 Ibs
Min. Design value: Z= 110 Ibs
Z= 138 Ibs
KD = 2.400 KD = 2.400
Ka = 2.400
Duration Factor: CD = 1.6
Z= 124 Ibs Z= 133 Ibs
Z= 110 Ibs
Allowable Design Value (ZCo): Z.=
175 Ibs/anchor
�1 of 2
Solid members w/ ti w/out gap:
a. With threads present in shear plane
Fastener type: #10 wood
screw
Nominal diameter:
D:
0.190 in
Root diameter:
Dr:
0.152 in
Minimum required penetration:
p:
1.140 in
Side member: Douglas Fir -Larch (6=0.50)
Side member thickness:
t,=
1.000 in
Side member dowel bearing strength:
F , =
4.650 psi
Side member dowel bearing length:
I, =
1.000 in
Mode I
Mode I,
Mode II
qm =
11752 Ibs/in
qs = 884 Ibs/in
A: 0.0003
P =
13397 Ibs
P = 884 Ibs
B: 1.07
Ko =
2,400
Ka = 2.400
C:-4038.9
Z„=
5582 Ibs
Z,= 368 Ibs
P = 2287 Ibs
KD = 2.400
Min. Design value:
Z= 163 Ibs
Z= 953 Ibs
Duration Factor:
Ca = 1.6
Allowable Design Value (ZCo): Z'=
262 Ibs/anchor
(NDS 2012, TR12)
6ap:
g: 0.0000 in
.,. Moment arm:
0.0000 in
Screw bending yield strength:
Frb = 80,000 psi
Main member: Steel strap/clip
Main member thickness:
t = 0.048 in
Main member dowel bearing strength:
F = 61.850 psi
Main member dowel bearing length:
1, = 1,140 in
Mode III, Mode III,
Mode IV
A: 0.00059 A: 0.00033
A:
0.0006
B: 0.57 8:
0.5
B:
0.000
C:-3864.9 C.
-267.7
C:
-93.6
Ms = 46.8 in-Ibs Min =
46.8 in-Ibs
P = 2126 Ibs P =
420 Ibs
P =
392 Ibs
KD = 2,400 KD =
2,400
Ku =
2AD0
Z= 886lbs Z=
175lbs
Z=
163lbs
Fastener type: 1/4" ITW Topcon N.O.A.16-1222.06
Substrate: Hollow block Minimum embedment: 1.25 in
Edge distance: 4.00 in Tabulated shear design value: Z = 202 Ibs
Edge'distance: 2.00 in Tabulated shear design value: Z = 161 Ibs
Actual edge distance: 2.50 in Reduction factor: 0.85
Spocing: 4.00 in Tabulated shear design value: Z = 202 Ibs `�\\IR L h Spacing: 2.00 in Tabulated shear design value: Z = 164 Ibs \N� `�� • . c• . V�A
Actual spacing: 3.00 in Reduction factor: 0.91 V • • G ` • • • 7 �j
Allowable Design Value (Zf O: Z"= 155 Ibs/anchor ` v• �\ SF •�
Minimum anchor capacity. 155 Ibs/anchor * • nto
fC,1 •. * _
Note: Anchors with the least capacity is used for calculations to quality anchors with higher capacity.
:::,A- TAT O F ,• w
Anchor calculations, minimum required anchors I • �/
36.38 Design pressure: 85.0 psf ��ORl0"t
]AI
79.25
Al
Max.
Anchor
Area
Load
Ind.
Cap-
Q
Load
Zone
(ftZ)
(Ibs)
(in)
O.C.
Result
(in)
(Ibs)
(Ibs)
Ar
2.3
1 195
N/A
N/A
155
2
98
OK
A=
7.7
656
6.00
18.00
155
5
131
OK
�Ii/S1ONA�'E�\\���
Luis R. Lomas P.E.
FL No.: 62514
5/2/2017
4berto Lomas P. E.
tY00dr0rd Rd ;
,ewisviUe. NC 27023
434-686-0609
rllomasta7.lriomasoe.com
Anchor Locations:
35.38
I I'18.79
6.00 TYP. 5.00 TYP.
6.?00
1
13.45
MAX. O.C.
79.25
I 6.00
1
Installation instructions.
4�.
Manufacturer: Masonite
Report #: 514010
Date: 05/01/2017
i. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH
1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW_
4. ALL FASTENERS TO BE CORROSION RESISTANT.
5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM.
D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI
.052" THICK MINIMUM
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN.
`01111 r.1//,/
*4o 51 •yt—
• TAT 0 F , t�
`s,ONAt
Luis R. Lomas P.E.
FL No.: 62514
2 of 2 5/2/2017