HomeMy WebLinkAboutREVISIONCANNED
OFFICE USE ONLY: BY
St Lucie Ccur
DATE FILED: -�'
REVISION FEE: �y'
11
PERMIT # e / - 15K0
RECEIPT # l -.;L—
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5
(772) 462-1553 FAX (772) 46 5
APPLICA ION FOR BUILDING Kill
PROJECT INFORMATION
LOCATION/SITE QDa (fJ / C %��„ „ J1 1✓��
ADDRESS: O X�
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
Q/!7 0k6
41
4.
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME:
QUALIFIERS NAME: zfz
ADDRESS: /�loe %y v�
CITY: (,[�
PHONE (DAYTIME):
OWNER/BUILDER INFORMATION:
NAME: IN
ADDRESS:
CITY:
PHONE:
NAME:
ADDRESS:
CITY:
PHONE (DAY'
Revised 07/22/2014
6-zo`
Ws alnd &9eh zit
7Z/2.
ATE:
- - FAX:
STATE:
FAX:
ZIP:
ZIP:
p; r �1
jj • via +' r;'.."u
19050033 RECENED
OCT 1.2 2018
FORM R405-2017 Permitting Department
St. Lucie County
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Air Plus -Peters -Lot 20-Updated-HP
Builder Name: Phoenix Homes
Street: 8036 S Ocean Drive
Permit Office: St. Lucie County
City, State, Zip: Jensen Beach , FL,
Permit NumbipHESE PLANS AND ALL PROPOSED WORK
Owner: Peters Residence
Jurisdiction: ARE SUBJECT TO ANY CORRECTIONS
Design Location: FL, Fort Pierce
County: REalUMEiM
1. New construction or existing New (From Plans)
1MrM01IMSIMMIPS)THAT
9. Wall Type ��5 .5dit Ai'i' APPLIEA�nsEufat�i ®gee Area
2. Single family or multiple family Single-family
a. Concrete Block - Int Insul, Exterior R=4.1 8167.70 ft2
b. Frame - Steel, Adjacent R=11.0 617.50 ft2
3. Number of units, If multiple family 1
c. N/A R= ft2
4. Number of Bedrooms 4
d. N/A R= ft2
5. Is this a worst case? No
10. Ceiling Types (2866.0 sqft.) Insulation Area
a. Roof Deck (Unvented) R=20.0 2866.00 112
6. Conditioned floor area above grade (ft2) 7966
b. N/A R= ft2
Conditioned floor area below grade (ft2) 0
c. N/A R= ft2
11. Ducts R ft2
7. Windows(1900.2 sqft.) Description Area
2 additional duct system(s) 6 398.3
a. U-Factor: Sgi, U=0.95 1728.20 ft2
b. Sup: Floor 2 AHU3, Ret: Floor 2 AHU3, AH: Floo 6 398.3
SHGC: SHGC=0.25
c. Sup: Floor 2 AHU4, Ret: Floor 2 AHU4, AH: Floor (see detail
b. U-Factor: Sgl, U=0.94 172.00 ft2
12. Cooling systems kBtu/hr Efficiency
SHGC: SHGC=0.22
a. Central Unit 60.0 SEER:16.00
b. Central Unit 30.0 SEER:16.00
c. U Factor: N/A ft2
2 additional cooling systems (see details)
SHGC:
13. Heating systems kBtu/hr Efficiency
d. U-Factor: N/A ft2
a. Electric Heat Pump 60.0 HSPF:9.00
SHGC:
b. Electric Heat Pump 30.0 HSPF:9.00
Area Weighted Average Overhang Depth: 6.489 ft.
2 additional heating systems (see details)
Area Weighted Average SHGC: 0.247
14. Hot water systems
a. Electric Cap: 50 gallons
8. Floor Types (7966.0 sqft.) Insulation Area
EF: 0.940
a. Floor Over Other Space R=0.0 2647.00 ft2
b. Conservation features
b. Slab -On -Grade Edge Insulation R=0.0 2391.00 ft2
None
c. other (see details) R= 2928.00 ft2
15. Credits Pstat
Glass/Floor Area: 0.239 Total Proposed
Modified Loads: 228.96 PASS
Total Baseline
i
Loads: 238.74
I hereby certify that the plans and specifications covered by
Review of the plans and sTrl
�C5
this calculation are in compliance; ' the rida Energy
specifications covered by this
Code.
calculation indicates compliance
with the Florida Energy Code.
PREPARED BY:
Before construction is completed;
DATE: 10 / 5 /2018 I
this building will be inspected for
compliance with Section 553.908
I hereby certify that this building, as designed, is in com liance
Florida Statutes.
with the Florida Energy d
OWNER/AGENT:
BUILDING OFFICIAL:
DATE:
DATE:
i
- Compliance requires certification bxM air handler
certified factory -sealed in accor ith R40 -
- Compliance requires an Ay r Otto
envelope leakage to V wi
10/5/2018 4:03 Ply Ene gyGauge®
'qw, .�0' AV
that the air handier enclosure qualifies as
ction Checklist in accordance with R402.4.1.1 and this project requires an
ester thap 5.00 ACH50 (R402.4.
11 A
�e
Section1 Compliant e it 6 Sf r 'S-
f -mow b
File COPY.
FORM R405-2017
INPUT SUMMARY
CHECKLIST REPORT
PROJECT
Title: Air Plus -Peters -Lot 20-Update Bedrooms!
4
Address Type:
Street Address
Building Type: User
Conditioned
Area: 7966
Lot #
Owner Name: Peters Residence
Total Stories:
3
Block/Subdivision:
# of Units: 1
Worst Case:
No
PlatBook:
Builder Name: Phoenix Homes
Rotate Angle:
0
Street:
8036 S Ocean Drive
Permit Office: St. Lucie County
Cross Ver
'tilation:
County:
St. Lucie
Jurisdiction:
Whole Ho
ise Fan:
City, State, Zip:
Jensen Beach,
Family Type: Single-family
FL,
New/Existing: New (From Plans)
Comment:
CLIMATE
Design Temp
Int Design Temp Heating
Design Daily Temp
Design Location
TMY Site
97.5 % 2.5 %
Winter
Summer Degree Days Moisture
Range
FL, Fort Pierce FL VERO_BEACH_MUNI
39 90
70
75 299
62
Low
BLOCKS
Number Name
Area Volume!
1 Blocki
2709 21672
I
2 Block2
1286 1324I5.8
1
3 Block3
1580 16274
4 Block4
2391 2271�.5
SPACES
Number Name
Area Volume
Kitchen Occupants
Bedrooms
InfilID Finished Cooled
Heated
1 Floor 1 AHU2
2709 21672
Yes 5
1 Yes
Yes
Yes
2 Floor 2 AHU3
1286 13245.8
No 0
2
1 Yes
Yes
Yes
3 Floor 2 AHU4
1580 16274
No 0
2
1 Yes
Yes
Yes
4 Base Level AHU1
2391 22714.5
No 0
0
1 Yes
Yes
Yes
FLOORS
# Floor Type
Space Perimeter
Perimeter R-Value
Area
Joist R-Value
Tile Wood
Carpet
1 Slab -On -Grade Edge Insulatio
Base Level AHU1 1 U0
ft 0
2391 ft2
-___
1 0
0
2 Floor over Garage
Floor 1 AHU2
_ ___-
1008 ft2
13
1 0
0
3 Floor Over Other Space
Floor 1 AHU2 _
__ _-__
1701 ft2
0
1 0
0
4 Floor Over Other Space
Floor 2 AHU3
--__
946 ft2
0
1 0
0
5 Floor Over Other Space
I___
Floor 2 AHU4 J_..
____
1580 ft2
13
1 0
0
6 Raised Floor
Floor 2 AHU3
____
340 ft2
0
1 0
0
10/5/2018 4:03 PM EnergyGauge® USA Section R405.4.1 Compliant Software
Page 2 of 6
FORM R405-2017
INPUT SUMMARY
CHECKLIST REPORT
ROOF
Roof
Gable
Roof
Solar SA
Emitt Emitt
Deck
Pitch
#
Type
Materials Area
Area
Color
Absor.
Tested Tested
Insul.
(deg)
1
Hip
Metal 3205 ft
1 0 ftz
Medium
0.96 No
0.9 No
20
26.6
ATTIC
/
V
#
Type
Ventilation
Vent Ratio (1
in)
Area
RBS
IRCC
1
Full attic
Unvented
0
2866 ftz
N
N
CEILING
#
Ceiling Type Space
R-Value
Ins Type
Area
Framing Frac Truss Type
1
Under Attic
(Unvented) Floor 2 AHU3
1
Blown
1286 ftz
0.11
Wood
2
Under Attic (Unvented) Floor 2 AHU4
1
Blown
1580 ftz
0.11
Wood
WALLS
Adjacent
113-Vahle
Cavity Width
Height
Sheathing Framing
Solar
Belonrnt
To
Wall Type Space
Et
In
Et
In
Area
13-Vallie Erection
Ahsor
w
rrarlp%
1
S
Exterior
Concrete Block - Int Ins6loor 1 AHU2 4.0999 59
11
6
678.5 ftz
0
0.75
0
_ 2
E
Exterior
I
Concrete Block - Int InsEloor 1 AHU2 4.0999 7
11
6
80.5 ftz
0
0.75
0
_ 3
N
Exterior
I
Concrete Block - Int InsEloor 1 AHU2 4.0999 6
11
6
69.0 ftz
0
0.75
0
4
E
Exterior
I
Concrete Block - Int InsEloor 1 AHU2 4.0999 10
11
6
115.0 ftz
0
0.75
0
5
N
Exterior
I
Concrete Block - Int InsEloor 1 AHU2 4.0999 8
11
6
92.0 ftz
0
0.75
0
_ 6
E
Exterior
I
Concrete Block - Int InsEloor 1 AHU2 4.0999 22
11
6
253.0 ftz
0
0.75
0
_ 7
E
Exterior
I
Concrete Block - Int InsEloor 1 AHU2 4.0999 19
11
6
218.5 ftz
0
0.75
0
8
N
Exterior
I
Concrete Block - Int Ins5loor 1 AHU2 4.0999 49
6
11
6
569.3 ftz
0
0.75
0
_ 9
W
Exterior
I
Concrete Block - Int InsEiloor 1 AHU2 4.0999 22
4
11
6
256.8 ftz
0
0.75
0
_ 10
S
Exterior
I
Concrete Block - Int InsEiloor 1 AHU2 4.0999 6
11
6
69.0 ftz
0
0.75
0
11
W
Exterior
I
Concrete Block - Int InsEiloor 1 AHU2 4.0999 18
0
11
6
207.0 ftz
0
0.75
0
12
W
Exterior
I
Concrete Block - Int InsEloor 1 AHU2 4.0999 17
4
11
6
199.3 ftz
0
0.75
0
_
Int InsEloor
13
S
Exterior
Concrete Block - 2 AHU4 4.0999 51
10
4
527.0 ftz
0
0.75
0
14
E
Exterior
Concrete Block - Int InsEiloor 2 AHU i 4.0999 17
4
10
4
179.1 ftz
0
0.75
0
15
N
Exterior
Concrete Block - Int InsEloor 2 AHU4 4.0999 17
0
10
4
175.7 ft2
0
0.75
0
_16
E
Exterior
Concrete Block - Int Ins5loor 2 AHU4 4.0999 22
0
10
4
227.3 ftz
0
0.75
0
_ 17
S
Exterior
Concrete Block - Int InsEloor 2 AHU3 4.0999 17
10
4
175.7 ftz
0
0.75
0
_ 18
E
Exterior
I
Concrete Block - Int InsEloor 2 AHU3 4.0999 20
8
10
4
213.6 ftz
0
0.75
0
19
N
Exterior
Concrete Block - Int Ins5loor 2 AHU3 4.0999 55
0
10
4
568.3 ftz
0
0.75
0
_20
W
Exterior
Concrete Block - Int Ins5loor 2 AHU3 4.0999 6
8
10
4
68.9 ftz
0
0.75
0
21
N
Exterior
I
Concrete Block - Int InsEloor 2 AHU3 4.0999 11
0
10
4
113.7 ftz
0
0.75
0
22
W
Exterior
I
Concrete Block - Int InsEloor 2 AHU3 4.0999 17
0
10
4
175.7 ftz
0
0.75
0
S
23
Exterior
Concrete Block - Int InsEloor 2 AHU3 4.0999 7
4
10
4
75.8 ftz
0
0.75
0
24
W
Exterior
Concrete Block - Int Ins5loor 2 AHUI 4.0999 18
8
10
4
192.9 ftz
0
0.75
0
25
S
Exterior
Concrete Block - Int InsEloor 2 AHUI 4.0999 6
8
10
4
68.9 ftz
0
0.75
0
_26
W
Exterior
Concrete Block - Int InsEloor 2 AHUI4 4.0999 16
0
10
4
165.3 ftz
0
0.75
0
_27
S
Exterior
Concrete Block - Int Insi3ase Level A 4.0999 59
0
9
6
560.5 ftz
0
0.75
0
10/5/2018 4:03 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 3 of 6
FORM R405-2017
INPUT SUMMARY
CHECKLIST REPORT
WALLS
Adjacent
To Wall
T1'.
Space
Cavity
Width
Ft In
Ft
Height
In
Area
Sheathing Framing Solar
R-Vmh1e Fraction Ahsor
Below
Orgrie%
_28
E
Exterior
Concrete Block - Int Insigase Level A
4.0999
6
0 9
6
57.0 ft,?
0 0.75
0
29
N
Exterior
Concrete Block - Int Insifflase Level A
10999
6
0 9
6
57.0 ft2
0 0.75
0
_30
E
Exterior
Concrete Block - Int Insflase Level A
.0999
10
0 9
6
95.0 ft2
0 0.75
0
31
N
Exterior
Concrete Block - Int Ins8ase Level A
4.0999
8
0 9
6
76.0 ft2
0 0.75
0
32
E
Exterior
Concrete Block - Int Insilase Level A
4.0999
21
8 9
6
205.8 ft2
0 0.75
0
33
S
Exterior
Concrete Block - Int Insidase Level A
4.0999
19
0 9
6
180.5 ft2
0 0.75
0
34
E
Exterior
Concrete Block - Int Insilase Level A
4.0999
20
0 9
6
190.0 ft2
0 0.75
0
_35
N
Exterior
Concrete Block - Int Insiflase Level A
4.0999
71
0 9
6
674.5 ft2
0 0.75
0
_36
W
Garage
Frame - Steel
Base Level A
11
23
0 9
6
218.5 ft2
0.11 0.75
0
_37
N
Garage
Frame - Steel
Base Level A
11
42
0 9
6
399.0 ft2
0.11 0.75
0
38
W
Exterior
Concrete Block - Int Insfflase Level A
4.0999
18
0 9
6
171.0 ft2
0 0.75
0
39
W
Exterior
Concrete Block - Int Ins8ase Level A
4.0999
17
4 9
6
164.7 ft2
0 0.75
0
WINDOWS
Orientation shown
is the entered, Proposed orientation.
Wall
I
Overhang
V
#
Ornt ID
Frame
Panes
NFRC
-Factor
SHGC
Imp
Area
Depth
Separation
Int Shade
Screening
1
S 1
Metal
Low-E Single
Yes
0.95
0.25
N
12.5 ft2
2 ft 0 in
20 ft 0 in
Drapes/blinds
None
2
S 1
Metal
Low-E Single
Yes
0.95
0.25
N
60.5 ft2
2 ft 0 in
20 ft 0 in
Drapes/blinds
None
3
S 1
Metal
Low-E Single
Yes
0.95
0.25
N
10.0 ft2
2 ft 0 in
20 ft 0 in
Drapes/blinds
None
4
N 3
Metal
Low-E Single
Yes
0.95
0.25
N
20.0 ft2
10 ft 0 in
1 ft 0 in
Drapes/blinds
None
5
E 4
Metal
Low-E Single
Yes
0.95
0.25
N
80.0 ft2
6 ft 0 in
1 ft 0 in
Drapes/blinds
None
6
N 5
Metal
Low-E Single
Yes
0.95
0.25
N
27.5 ft2
20 ft 0 in
1 ft 0 in
Drapes/blinds
None
7
E 6
Metal
Low-E Single
Yes
0.95
0.25
N
200.0 ftz,
6 ft 0 in
1 ft 0 in
Drapes/blinds
None
8
E 7
Metal
Low-E Single
Yes
0.95
0.25
N
150.0 ft2
22 ft 0 in
1 ft 0 in
Drapes/blinds
None
9
N 8
Metal
Low-E Single
Yes
0.95
0.25
N
40.0 ft2
2 ft 0 in
20 It 0 in
Drapes/blinds
None
10
N 8
Metal
Low-E Single
Yes
0.95
0.25
N
12.5 ft2
2 ft 0 in
20 ft 0 in
Drapes/blinds
None
11
W 9
Metal
Low-E Single
Yes
0.95
0.25
N
20.0 ft2
6 ft 0 in
1 ft 0 in
Drapes/blinds
None
12
W 9
Metal
Low-E Single
Yes
0.95
0.25
N
224.0 ft2
6 ft 0 in
1 It 0 in
Drapes/blinds
None
13
W 11
Metal
Low-E Single
Yes
0.94
0.22
N
40.0 ft2
6 ft 0 in
1 ft 0 in
Drapes/blinds
None
14
W 11
Metal
Low-E Single
Yes
0.95
0.25
N
60.0 ft2
6 ft 0 in
1 ft 0 in
Drapes/blinds
None
15
W 12
Metal
Low-E Single
Yes
0.95
0.25
N
60.0 ft2
2 ft 0 in
1 ft 0 in
Drapes/blinds
None
16
S 13
Metal
Low-E Single
Yes
0.95
0.25
N
20.0 ft2
2 ft 0 in
1 ft 0 in
Drapes/blinds
None
17
E 14
Metal
Low-E Single
Yes
0.95
0.25
N
66.0 ft2
2 ft 0 in
1 ft 0 in
Drapes/blinds
None
18
N 15
Metal
Low-E Single
Yes
0.95
0.25
N
15.0 ft2
2 ft 0 in
1 ft 0 in
Drapes/blinds
None
19
E 16
Metal
Low-E Single
Yes
0.95
0.25
N
144.0 ft2
9 ft 0 in
1 ft 0 in
Drapes/blinds
None
20
S 17
Metal
Low-E Single
Yes
0.95
0.25
N
24.0 ft2
2 ft 0 in
1 ft 0 in
Drapes/blinds
None
21
E 18
Metal
Low-E Single
Yes
0.95
0.25
N
144.0 ft2
6 ft 0 in
1 ft 0 in
Drapes/blinds
None
22
N 19
Metal
Low-E Single
Yes
0.95
0.25
N
10.0 ft2
2 It 0 in
1 ft 0 In
Drapes/blinds
None
23
N 19
Metal
Low-E Single
Yes
0.95
0.25
N
54.0 ft2
2 ft 0 in
1 ft 0 in
Drapes/blinds
None
24
N 19
Metal
Low-E Single
Yes
0.95
0.25
N
12.5 ft2
2 ft 0 in
1 ft 0 in
Drapes/blinds
None
25
W 22
Metal
Low-E Single
Yes
0.94
0.22
N
132.0 ft2
6 ft 0 in
1 ft 0 in
Drapes/blinds
None
26
W 24
Metal
Low-E Single
Yes
0.95
0.25
N
70.0 ft2
2 ft 0 in
1 ft 0 in
Drapes/blinds
None
27
W 26
Metal
Low-E Single
Yes
0.95
0.25
N
30.0 ft2
2 ft 0 in
1 ft 0 in
Drapes/blinds
None
10/5/2018 4:03 PM
EnergyGauge® USA
Section
R405.4.1 Compliant Software
Page 4 of 6
FnRM R4n�-9ni7 INPIIT SIIMMARV CHECKLIST REPORT
Orientation shown
WINDOWS
is the entered, Proposed orientation.
/
V #
Wall
Ornt ID Frame Panes
NFRC
U-Factor
Overhang
SHGC Imp Area Depth Separation
Int Shade
Screening
28
29
30
31
32
S 27 Metal Low-E Single
S 27 Metal Low-E Single
W 38 Metal Low-E Single
W 38 Metal Low-E Single
W 39 Metal Low-E Single
Yes
Yes
Yes
Yes
Yes
0.95 0.25 N 10.0 ft2 2 ft 0 in 20 ft 0 in
0.95 0.25 N 55.0 ft2 2 ft 0 in 20 ft 0 in
0.95 0.25 N 40.0 ft2 6 ft 0 in 1 ft 0 in
0.95 0.25 N 26.7 ft2 6 ft 0 in 1 ft 0 in
0.95 0.25 N 30.0 ft2 2 ft 0 in 20 ft 0 In
Drapes/blinds ,
Drapes/blinds
Drapes/blinds
Drapes/blinds
Drapes/blinds
None
None
None
None
None
GARAGE
#
Floor Area Ceiling Area
E�posed
Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1
1008 ft2 1008 ft2
64 ft 8 ft
1
INFILTRATION
i
# Scope
Method
SLA
CFI
50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) .000295
6158.9
338.11 635.87 .3104
5
HEATING
SYSTEM
#
System Type
Subtype
Efficiency Capacity
Block
Ducts
1
2
3
4
Electric Heat Pump/
Electric Heat Pump/
Electric Heat Pump/
Electric Heat Pump/
None
None
None
None
HSPF:9 60 kBtu/hr
HSPF:9 30 kBtu/hr
HSPF:9 36 kBtu/hr
HSPF:9 30 kBtu/hr
1
2
3
4
sys#1
sys#2
sys#3
sys#4
COOLING
SYSTEM
i
#
System Type
Subtype
Efficiency Capacity Air Flow
SHR Block
Ducts
1
2
3
4
Central Unit/
Central Unit/
Central Unit/
Central Unit/
Split
Split
Split
Split
SEER: 16 60 kBtu/hr 1800 cfm
SEER: 16 30 kBtu/hr 900 cfm
SEER: 16 36 kBtu/hr 1080 cfm
SEER: 16 30 kBtu/hr 900 cfm
0.75 1
0.75 2
0.75 3
0.75 4
sys#1
sys#2
sys#3
sys#4
HOT
WATER SYSTEM
#
System Type SubType
Location
JEF
Cap Use SetPnt
Conservation
1
Electric None
Garage
p.94
50 gal 70 gal 120 deg
None
SOLAR
HOT WATER SYSTEM
FSEC
Cert # Company Name
System
Collector
Model # Collector Model # Area
Storage
Volume FEF
None None
ft2
10/5/2018 4:03 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 5 of 6
FORM R405-2017 INPUT SUMMARYICHECKLIST REPORT
DUCTS
/
---- Supply ----
---- Return ---
+
Air
CFM 25
CFM25
HVAC #
V #
Location R-Value
Area
Location Area
Leakage Type
Handler
TOT
OUT QN
RLF
Heat Cool
1
Floor 1 AHU2
6 398.3 ft
Floor 1 AHU2 99.575
Default Leakage
Floor 1 AH
(Default) (Default)
1 1
2
Floor 2 AHU3
6 398.3 ft
Floor 2 AHU3 99.575
Default Leakage
Floor 2 AH
(Default)
(Default)
2 2
3
Floor 2 AHU4
6 398.3 ft
Floor 2 AHU4 99.5i 5
Default Leakage
Floor 2 AH
(Default)
(Default)
3 3
4
Base Level A
6 398.3 ft
Base Level A 99.5 75
Default Leakage
Base Level
(Default) (Default)
4 4
TEMPERATURES
i
Programable Thermostat: Y
Ceiling Fans:
Cooling
Heating
Jan Feb
Jan Feb
Mar
Mar
Apr Ma�
Apr May
Jun Jul
f Jun 4 Jul
Aug
f Aug
Sep
E Sep
Oct
Oct
Nov
Nov
Dec
Dec
Ventin
Jan Feb
Mar [
l
Apr [ Ma
l
[ Jun [ Jul
[ Aug
[ Sep
Oct
Nov
Dec
Thermostat Schedule: HERS 2006 Reference
Hours
Schedule Type
1 2
3 4
5 6
7
8
9 10
11
12
Cooling (WD)
AM
78 78
78 78
78 78
78
78
80 80
80
80
PM
80 80
78 78
78 78
78
78
78 78
78
76
Cooling (WEH)
AM
78 78
78 78
78 78
78
78
78 78
78
78
PM
78 78
78 78
78 78
78
78
78 78
78
78
Heating (WD)
AM
66 66
66 66
66 68
68
68
68 68
68
68
PM
68 68
68 6I8
68 68
68
68
66 68
66
66
Heating (WEH)
AM
66 66
66 66
66 68
68
68
68 68
68
68
PM
68 68
68 68
68 68
68
68
68 68
66
66
MASS
Mass Type
Area
Thickness
Furniture Fraction
Space
Default 8 Ibs/s .ft.
0 ftz
oft
0.3
Addition
Name: Bruce Tschosik
Rating Compant: Bruce Tschosik
Signature:
Date: 10 / 5 / 2018
10/5/2018 4:03 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 6 of 6
A P
FORM R405-2017
RESIDENTIAL ENERGY
Florida Department of Bi
Simulated Performance
4TION CODE DOCUMENTATION CHECKLIST
and Professional Regulation
itive (Performance) Method
Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the
residential Simulated Performance Method shall include:
❑ This checklist
❑ A Form R405 report that documents that the Proposed Design complies with Section
R405.3 of the Florida Energy Code. This form shall include a summary page
indicating home address, a -ratio and the pass or fail status along with summary
areas and types of components, whethe i the home was simulated as a worst -case
orientation, name and version of the compliance software tool, name of individual
completing the compliance report (one page) and an input summary checklist that can
be used for field verification (usually four pages/may be greater).
❑ Energy Performance Level (EPL)
❑ HVAC system sizing and selection
❑ Mandatory Requirements (five pages)
Required prior to CO for the Performance
❑ Air Barrier and Insulation Inspection
one page)
Card (one page)
on ACCA Manual S or per exceptions provided in Section R403.7
Criteria checklist (Table R402.4.1.1 -
❑ A completed Envelope Leakage Test Report (usually one page)
❑ If Form R405 duct leakage type
Form R405 Duct Leakage Test
ites anything other than "default leakage", then a completed
7 (usually one page)
10/5/2018 4:03:43 PM EnergyGauge® USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
2017 EPL DISPLAY CARD
ENERGY PERFORMAN
ESTIMATED E
LEVEL (EPL) DISPLAY CARD
PERFORMANCE INDEX* = 96
The lower the Energy Performance Index, the more efficient the home.
1. New home or, addition
1. News (From Plans)
12. Ducts, location & insulation level
a) Supply ducts R
6.0
2. Single-family or multiple -family
2. Single-family
b) Return ducts R
6.0
c) AHU location
varies
3. No. of units (if multiple -family)
3. 1
4. Number of bedrooms
4. 4
13. Cooling system: Capacity
156.0
a) Split system SEER
16.0
5. Is this a worst case? (yes/no)
5. No
b) Single package SEER
c) Ground/water source SEER/COP
6. Conditioned floor area (sq. ft.)
6. 7966
d) Room unit/PTAC EER
e) Other
7. Windows, type and area
a) U4actor:(weighted average)
b) Solar Heat Gain Coefficient (SHGC)
c) Area
8. Skylights
a) U-factor:(weighted average)
b) Solar Heat Gain Coefficient (SHGC)
9. Floor type, insulation level:
a) Slab -on -grade (R-value)
b) Wood, raised (R-value)
c) Concrete, raised (R-value)
10. Wall type and insulation:
A. Exterior:
1. Wood frame (Insulation R-value)
2. Masonry (Insulation R-value)
B. Adjacent:
1. Wood frame (Insulation R-value)
2. Masonry (Insulation R-value)
11. Ceiling type and insulation level
a) Under attic
b) Single assembly
c) Knee walls/skylight walls
d) Radiant barrier installed
14. Heating system: Capacity 156.0
a) Split system heat pump HSPF
b) Single package heat pump HSPF
c) Electric resistance COP
d) Gas furnace, natural gas AFUE
e) Gas furnace, LPG AFUE
f) Other 9.00
9b.
varies 15. Water heating system
9c.
I a) Electric resistance EF 0.94
b) Gas fired, natural gas EF
c) Gas fired, LPG EF
d) Solar system with tank EF
10A1.
e) Dedicated heat pump with tank EF
10A2. 1
4.1 f) Heat recovery unit HeatRec%
g) Other
10B1.
11.0
1062. 1
16. HVAC credits claimed (Performance Method)
a) Ceiling fans
11a.
1.0 b) Cross ventilation No
11 b. I
c) Whole house fan No
11c. I
d) Multizone cooling credit
11d. I
No e) Multizone heating credit
I
f) Programmable thermostat Yes
*Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy
saving features which will be installed (or exceeded) I this home before final inspection. Otherwise, a new EPL
display card will be completed based on installed cod compliant features. Builder Signatur , Date:-/"Y 'oll
Address of New Home: 8036 S Ocean Drive I City/FL Zip: Jensen Beach, FL
10/5/2018 5:33:26 PM EnergyGauge® USA
- FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
S
MIAMI-DARE
DEPARTMENT OF REGULATORY AND ECO.'
BOARD AND CODE ADMINISTRATION DM
NOTICE OF ACCEPTANCE (T
SIW Impact windows, LLC
975 S. Congress Avenue, # 102
Delray Beach, FL 33445
SCOPE:
This NOA is being issued under the app
materials. The documentation submitted I
Product Control Section to be used in Me
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiry
Section (In Miami Dade County) and/or th
to have this product or material tested foi
perform in the accepted manner, the manu
immediately revoke, modify, or suspend tt
reserves the right to revoke this acceptan
Section that this product or material fails to
This product is approved as described her
Code, including the High Velocity Hunricar
DESCRIPTION: Series "300 StormSafe'
APPROVAL DOCUMENT: Drawing No
sheets 1 through 7 of 7, dated 05/18/07, wit
signed and sealed by Javad Ahmad, P.E., be
with the Notice of Acceptance number and
Section.
MISSILE IMPACT RATING: Large ai
LABELING: Each unit shall bear a pen
model/series, and following statement: "M
noted herein.
RENEWAL of this NOA shall be conside
no change in the applicable building code n
TERMINATION of this NOA will occur
in the materials, use, and/or manufacture o�
of any product, for sales, advertising or an;
to comply with any section of this NOA shA
ADVERTISEMENT: The NOA numbe
followed by the expiration date may be di
displayed, then it shall be done in its entiret
INSPECTION: A copy of this entire 1�
distributors and shall be available for inspee
This NOA revises and renews NOA# 14-111
and E-3, as well as approval document menl
The submitted documentation was reviewed
RESOURCES (RER)
MiAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidad e."Weconomy
tole rules and regulations governing the use of construction
been reviewed and accepted by Miami -Dade County RER -
Dade County and other areas where allowed by the Authority
;ion date stated below. The Miami -Dade County Product Control
AHJ (in areas other than Miami Dade County) reserve the right
quality assurance purposes. If this product or material fails to
icturer will incur the expense of such testing and the AHJ may
use of such product or material within their jurisdiction. RER
if it is determined by Miami -Dade County Product Control
neet the requirements of the applicable building code.
n, and has been designed to comply with the Florida Building
Zone.
Aluminum Fixed Window — L.M.I.
W07-49, titled "S-300 StormSafe Alum. Fixed Wdw. (L.M.I.)",
revision G dated 06/30/17, prepared by Al-Farooq Corporation,
firing the Miami -Dade County Product Control Revision stamp
xpiration date by the Miami —Dade County Product Control
Small Missile Impact Resistant
label with the manufacturer's name or logo, city, state,
de County Product Control Approved", unless otherwise
ed after a renewal application has been filed and there has been
gatively affecting the performance of this product.
fter the expiration date or if there has been a revision or change
the product or process. Misuse of this NOA as an endorsement
other purposes shall automatically terminate this NOA. Failure
l be cause for termination and removal of NOA.
preceded by the words Miami -Dade County, Florida, and
played in advertising literature. If any portion of the NOA is
)A shall be provided to the user by the manufacturer 'or its
ion at the job site at the request of the Building Official.
42.01 and consists
Toned above.
by Manuel Perez,
File COPY
SIW Impact Windows, LLC.
A. DRAWINGS
1. Manufacturer's die drawn
(Submitted under NQA P
2. Drawing No. W07-49, tit]
through 7 of 7, dated 0511
Corporation, signed and s
B. TESTS
1. Test reports on: 1) Aix In-
2) Unifox
3) Water
along with marked -up drE
window, prepared by Bla
dated 09/26/14, signed an
(Submitted under previoi
2. Test reports on: 1) Large
2) Cyclic
3) Drop I
along with marked -up dia
window, prepared by Bla4
dated 09/26/14, signed an
(Submitted under previoi
3. Test reports on: 1) Air .Ini
2) Unifor.
3) Water
4) Large ]
5) Cyclic
along with marked -up dra
fixed window, prepared b
ATLSF-0525.01-10, date
and sealed by -Julio E. Goi
(Submitted under NOA 11
4. Test reports on: 1) Air Inf
2) Unifor
3) Water'
along with marked -up dra
fixed window, prepared b;
Report No. B ETI-07-411
Seda, P.E.
(Submitted under NOA A
and sections.
07-0604.05)
"S-300 StormSafe Alum Fixed Wdw. (L.M.I.)", sheets 1
17, with revision G dated 06/30/17, prepared by Al-Farooq
�-d by Javad Ahmad, P.E.
.ltration Test, per FBC, TAS 202-94
a Static Air Pressure Test, Loading per FBC TAS 202-94
tesistance Test, per FBC, TAS 202-94
vings and installation diagram of an aluminum fixed
kwater Testing, Inc., Test Report No. BT-SIW-14-017A,
l sealed by Yamil Gerardo Kuri, P.E.
s NOA No. 14-1212. 01)
/fissile Impact Test per FBC, TAS 201-94
Wind Pressure Loading per FBC, TAS 203-94
)ad Test, per CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1
vings and installation diagram of an aluminum fixed
kwater Testing, Inc., Test Report No. BT-SIW-14-017B,
l sealed by Yamil Gerardo Kuri, P.E.
r NOA No. 14-1212.01)
ltration Test, per FBC, TAS 202-94
i Static Air Pressure Test, Loading per FBC TAS 202-94
,esistance Test, per FBC, TAS 202-94
fissile Impact Test per FBC, TAS 201-94
Wind Pressure Loading per FBC, TAS 203-94
vings and installation diagram of a series 300 aluminum
American Test Lab of South Florida, Inc., Test Report No.
06/09/10, and addendum letter dated 06/09/10, all signed
zalez, P.E.
?. 10-0715.03)
[tration Test, per FBC, TAS 202-94
i Static Air Pressure Test, Loading per FBC TAS 202-94
resistance Test, per FBC, TAS 202-94
rings and installation diagram of a series 300 aluminum
Hurricane Engineering Testing Laboratory, Inc., Test
dated 01/15/07, signed and sealed by Rafael E. Droz—
r. 07 0604.05)
Manue er P.E.
Product Contr l Ex finer
NOA No. -07l7.01
Expiration Date: August 29, 2022
Approval Date: August 24, 2017
E-1
SIW LmAct Windows, LLC.
B. TESTS (cowEwED)
5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up dra�. gs and installation diagram of a series 300 aluminum
fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test
Report No. HETI-07-411' , dated 01/25/07, signed and sealed by Rafael E. Droz—
Seda, P.E.
(Submitted under NOA No. 07-0604.05)
6. 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 a series 300 aluminum
fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test "
Report No. HETI-07-4112, dated 04/09/07, signed and sealed by Rafael E. Droz—
Seda, P.E.
(Submitted under NOW No. 07-0604.05)
7. Test reports on: 1) Large lvlissile 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 a series 300 aluminum
fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test
Report No. HETI-07-4113, dated 04/09/07, signed and sealed by Rafael E. Droz—
Seda, P.E.
(Submitted under NOA No. 07-0604.05)
8. 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 esistance Test, per FBC, TAS 202-94
along with marked -up dra gs and installation diagram of a series 300 aluminum
fixed window, prepared b�Hurricane Engineering Testing Laboratory, Inc., Test
Report No. HETI-07-411�, dated 04/09/07, signed and sealed by Rafael E. Droz—
Seda, P.E.
(Submitted under NOA NP. 07-0604.05)
9. Test reports on: 1) Large rssile 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 a series 300 aluminum
fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test
Report No. HETI-07-4115, dated 04/09/07, signed and sealed by Rafael E. Droz
Seda, P.E.
(Submitted under NOA No. 07-0604.05)
!/(CZ/�
Manuel er P.E.
Product Contr I Esa finer
NOA No. 17.01
Expiration Date: August 29, 2022
Approval Date: August 24, 2017
E-2
SIW Impact Windows, LLC.
C. CALCULATIONS
1. Anchor verification calcul
Edition (2014), dated 1 l/
06/29/17, prepared by Al-
P.E.
2. Glazing complies with AS
D. QUALITY ASSURANCE
1. Miami Dade Department
ttions and structural analysis, complying with FBC 501
8/14, and updated to the FBC 61h Edition (2017) on
Iarooq Corporation, signed and sealed by Javad Ahmad,
E1300-09
Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. �4-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
2. Notice of Acceptance No. 6-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
3. Notice of Acceptance No. 5-1201.11 issued to Eastman Chemical Company (MA)
for their "Saflex Clear anColor Glass Interlayers" dated 03/17/16, expiring on
05/21/21.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 6a' Edition (2017), and of no
financial interest, dated June 29, 2017, issued by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P k
2. Laboratory compliance letter for Test Reports No. HETI-07-4110, HETI-07-4111,
HETI-07-4112, BETI-07 4113, BETI-07-4114 and, HETI-07-4115 issued by
Hurricane Engineering Testing Laboratory, Inc., dated 01/15/25 and 04/09/07, all
signed and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under NOA No. 07-0604.05)
3. Proposal approved by the Product Control Section, dated 09/19/14, signed by Jaime
Gascon, P.E., Supervisor, Product Control Section.
(Submitted under previous NOA No. 14-1212.01)
G. OTHERS
1.. Notice of Acceptance No.
Series "300 StormSafe" A
and expiring on 08/29/17.
14-1212.01, issued to SIW Impact Windows, LLC for their
aminum Fixed Window — L.M.I., approved on 03/26/15
E-3
Manuel Pe z, Y.E.
Product Control 4g0ner
NOA No. 17-0717.01
Expiration Date: August 29, 2022
Approval Date: August 24, 217
•
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WINDOW WIDTH
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ALUMINUM FIXED WINDOIV
12' MAX.6`
HEAD/SILL
MAK
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APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
CORNERSLa
J
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COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER
to
07 m n 5
3 I 9
MIAMI-DADE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY
TYPICAL ELEVATION
0
L J APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
'
WINDOW WINDOW..
WILL APPLY TO ENTIRE SYSTEM.
DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS
R
z
T- •�
7
b
SHOWN ON SHEETS 3 AND 4.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE
..
`o
3
% I
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
WINDOWS WITH GLASS TYPE 'Cl' COMPLYWRH
3 I I 3 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE REQUIREMENTS OF ANSI Z97.1.
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
••
m
o
o
: m
TO THE BUILDING STRUCTURE
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUFT- BSE 'S INSTRUCTIONS. SPECIFIED EMBEDMENT ADTHWINDOWc
SHUTTERS ARE NOT REQUIRED.
>
o
WINDO WI
_I
r. _ , r _ ,
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON—METAWD NON —COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO
PRODUCT REVISED 1�1LLIILITI
Um ding pvilh the Florida
B `� �;••'"0 .'"'�� i'
Aoceptenu lJo 17•0 1�. v �'••.
Date
\ �
3 3
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF
BY
N
r
••
THE 2017 FLORIDA BUILDING CODE & ADOPTED STANDARDS.
Miam ade
*—
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
g'�
9
ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE
VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN AWARE OR RECTANGLE AS
FOR A SITE SPECIFIC PROJECT, Le. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
py '�
JUNI 0 2017
••.�
•'•. •
�i
drawing no.
W07-49
SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE ANGLES.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL.
0
.
SSA ..
7j7/7AL1` ``
sheet 1 of 7
/8' ANN. GLASS
090' Intedayer
rSaflex Clear And Color Gloss
\1 By 'Eastman Chemical Co.'
1 —1/8' ANN. GLASS
F
5
03
II
V,=
'n
6
c9
II
SILICONE
tl
II
DOW CORNING 995
S�0u5 3
0
AT 1/4 POINTS ON LIVES
WIDER THAN 36'
GLASS 'E 'A'
25/64' OVERALL.
3/16" HS. GLASS
.090' Intedayer
SenbyGlas
By 'Kuraroy America, Inc.'
3/16' N.S. GLASS
C
ii
m
6
SILICONE
II II DOW CORNING 995
K
0 3A
K
o
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7 AT 1/4 POINTS ON UTES
WIDER THAN 36'
GLASS TYPE 'C'
7/16" OVERALL
ANN. GLASS
090' Intedayer
—SoOex Clear And Color Glass
1 By 'Eastman Chemical Co.'
r3/16' ANN. GLASS
995
AT 1/4 POINTS ON EYES
�./ WIDER THAN 36"
GLASS TYPE 'H'
29/84" OVERALL C
3/16' H.S. GLASS
090' Interloyer
Saflex-Clear-And-Color-Glass
OR Eastman Chemical Co.'
090" Interkryer
Trosifol PVB
By 'kuraray America, Inc.'
3/16' H.S. GLASS
z
n
CORNING 995
TEMP. GLASS
—1/4' AIR SPACE
H.S. GLASS
090' Interayer
SentryGlas
By I'KKummy America, Inc.'
CARDINAL XL
SPA
\\nmI /-EDGE
SR7:10ER
995
AT 1/4 POINTS ON LRES
}q�M ul lS U
"'
lS
WIDER THAN 36'
7 AT 1/4 POINTS ALL SIZES
GLASS TYPE 'Cl'
GLASS
TYPE
7/16' OVERALL
11/16'
OVERALL
FOR LOADS LESS THAN OR EQUAL TO 70 PSF
MIN. GLASS BITE CAN BE 5/8".
GLASS TYPES A, B & D.
PRODUCT REVISED
as complying with the Florida
Building Coda -- -- -
JUN 3 8 2LI17
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S-300 STORMSAFE ALUM FIXED WDW. (LM.I
SIW IMPACT WINDOWS, LLC.
975 S. CONGRESS AVE. /j102
DELRAY BEACH, FLI 33445
TEL (661) 274-9392 FAX, (561) 274-9262
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AL-FAROOQ CORPORATION a
ENGINEERS & PRODUCT DEVELOPMENT
9360 SUNSET DRIVE, SUITE 220
MIAMI, FLORIDA 33173 (C.A.N. H63H)
Ti (305) 2645100 FA)L (305) 282697H
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S-300 SIORMSAFE ALUM FIXED WDW. (LM.I.) ALrFAROOQ CORPORATION a
SIW IMPACT WINDOWS. L(C. ENGINEERS & PRODUCT DEVELOPMENT
9360 SUNSET DRIVE, SURE 220 T
975 S. CONGRESSIAVE. #102 MIAMI,FLORIDA 33173 (ca.Iv sass)
DELRAY BEACH, FL. 33445 TEL(305)2"6100 FA1f.Ia0s12e243BTs C"
TEL (581) 274-9392 IFAX. (561) 274-9262 rnua-eMI\Wm_A0QIW
TYPICAL ANCHORS TYPICAL ANCHORS t '
SEE ELEV. TYPICAL ANCHORS SEE FI N• [t V y
FOR SPACING SEE ELVIS. 1�
1BY FOR SPACING � �
WOOD BUCK NEfAL FOR SPACING 1
. • • I STRUCTURE _ _ _ _
P'__ _______ 0
. • A e .; 4 : .a.4 . o ED E DIST. EDGE DIST. I I MWAI-DARE COUNTY MPROVEU 1 m Z m
a s n a' Imo— I I MULLION & MULLION ANCHORS 11 o Fc O k y
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I j
TYPICAL ANCHORS: SEE ELEV. FOR SPACING Q W to S
I .1 I.W. 0 ,
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4" DIAL ULTRACON BY 'ELCO' (Fu.177 KSI, Fy155 KSI)
AND TRANSFER THEM TO THE BUILDING STRUCTURE INTO 2BY WOOD BUCKS OR WOOD STRUCTURES - v,
1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)
!� i! THRU 1BY BUCKS INTO CONC. OR MASONRY U N
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) g ��
j 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) $ h
DIRECTLY INTO CONCRETE OR MASONRY Ic 3j
-- 1! i! 1=1/4' MIN.-EMBED-INTO_CONCRETE_(HEAD/SILL/JAMBS) 3
0 1
i! !! -1/4" MIN. EMBED INTO MASONRY (JAMBS) < 3' W � a
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S o F i ji INTO METAL STRUCTURES (HEAD/SILL/JAMBS) s a p lam IN
k !� !i (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE y O. v m ..
ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.)-
0 4�
i! I! STEEL: 1/8' THK. MIN. (Fy = 36 KSI MIN.) s
II Ij (STEEL W CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) vt N IM'-
612 SMSOR SELF DRILLING IN REL'Nc (GRADE 2 cRs) O
!! !� INTO MIAMI-DADE COUNTY APPROVED MULLIONS
(3) THREADS MIN. PENETRATION BEYOND SUBSTRATE
!i ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) (NO SHIM SPACE) w
STEEL' 1/8" THK. MIN. (Fy - 36 KSI MIN.) (NO SHIM SPACE) Y o
I, II (STEEL IN CONTACT WTIH ALUMINUM TO BE PLATED OR PAINTED) ?i o
!I !I TYPICAL EDGE DISTANGE
! ! 3
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!` INTO WOOD STRUCTURE = 1" MIN. p diij U
INTO METAL STRUCTURE a 3/4" MIN.
!I !I q oo Nrn
I: I: WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. e d ^ m h $ R
CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS f•m - 2000 PSI MIN.
1
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complying with tin Florida AH
Boilcing Coda .� P,;:!..cccpm= No
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11.20.141
1 GENERAL REYODN
S-300 SfORMSAFE ALUM FIXED WDW. (LM.I
SIW IMPACT WINDOWS LLC.
975 S. CONGRESS I AVE. �102
DELRAY BEACH, FL. 33445
TEL. (561) 274-9392 I FAX. (561) 274-9262
AL,FAROOQ CORPORATION ja
ENGINEERS & PRODUCT DEVELOPMENT Ill
9360 SUNSET DRIVE, SUITE 220
MIAMI, FLORIDA 33173 (C.A.N. 3536)
TEL C3061264-9100 FAX C3051262$976
j^2.908
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ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
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TYP. CORNER DETAIL
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SCALE 1:1 SCALE I:1 JUN 30 22017 ��"..!.--.—% etia
MIAMI-DADS
DEPARTMENT OF REGULATORY AND ECONOMIC Rl
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
SIW Impact Windows, LLC
975 S. Congress Ave. # 102
Delray Beach, Florida 33445
SCOPE:
This NOA is being issued under the applicable rules
documentation submitted has been reviewed and acc
used in Miami Dade County and other areas where a
This NOA shall not be valid after the expiration dal
(In Miami Dade County) and/or the AHJ (in areas of
or material tested for quality assurance purposes. If i
manufacturer will incur the expense of such testing
of such product or material within their jurisdicti
determined by Miami -Dade County Product Control
of the applicable building code.
This product is approved as described herein, and ha
including the High Velocity Hurricane Zone.
DESCRIPTION: Series "500-9 "Aluminum Out
APPROVAL DOCUMENT: Drawing No. W13-61
(L.M.I.)", sheets 1, 2, 3, 4, 4.1 through 16 of 16, dab
Farooq Corporation, signed and sealed by Javad Aht
Approval stamp with the Notice of Acceptance numl
Section.
MISSILE IMPACT RATING: Large and Small
Limitations:
1. See DP tables for X or XX in sheets 2 & 3 O/X (
stiles w/wo Reinforcements and/or Wide stiles) it
2. Max single door leaf width mulled with sidelites
3. ADA threshold options #1 and #2 are not rated f(
4. Glass A is limited to DP=+/- 70 PPSF. Glass lites
LABELING: Each unit shall bear a permanent labe
following statement: "Miami -Dade County Product
RENEWAL of this NOA shall be considered after ,
in the applicable building code negatively affecting
TERMINATION of this NOA will occur after the
materials, use, and/or manufacture of the product,or
sales, advertising or any other purposes shall autom,
this NOA shall be cause for termination and remova
ADVERTISEMENT: The NOA number precede(
expiration date may be displayed in advertising liter
in its entirety.
INSPECTION: A copy of this entire NOA shall be
shall be available for inspection at the job site at the
This NOA revises NOA # 14-0305.06 consists of th
document mentioned above.
The submitted documentation was reviewed by Isha
FMIAMIDADE COUNTY10
MIAMI DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
URGES (RER) Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.m lamidade.eov/economv
and regulations governing the use of construction materials. The
opted by Miami -Dade County RER -Product Control Section to be
llowed by the Authority Having Jurisdiction (AHJ).
to stated below. The Miami -Dade County Product Control Section
her than Miami Dade County) reserve the right to have this product
;his product or material fails to perform in the accepted manner, the
and the AHJ may immediately revoke, modify, or suspend the use
on. RER reserves the right to revoke this acceptance, if it is
. Section that this product or material fails to meet the requirements
been designed to comply with the Florida Building Code,
Doors w/wo Sidelite or Transom
Rev C, titled "Series 500-9 Alum Outswing Entrance Door
112-30-13 and last revised on Oct 06, 2015, prepared by Al -
ad, P. E., bearing the Miami -Dade County Product Control
ar and expiration date by the Miami -Dade County Product Control
Missile Impact
r O/XX in sheet 4, for O in sheet 4_1 and door w/ sidelites (Narrow
sheei 5. Lower DP fiom door w/ transom or sidelite may control.
n sheet 5 shall not exceed = 36-9116".
r water Resistance' and limited to DP=+7- 62 PSF.
rider than 36" shall have two setting blocks per FBC requirements.
with the manufacturer's name or logo, city, state and series and
'ontrol Approved", noted herein.
renewal application has been filed and there has been no change_
re performance of this product.
xpiration date or if there has been a revision or change in the
)rocess. Misuse of this NOA as an endorsement of any product, for
ically terminate this NOA. Failure to comply with any section of
of NOA.
by the words Miami-
ture. If any portion of
rovided to the user by
quest of the Building
page I and evidence
I. Chanda, P.E.
i
SIN Impact Windows, LLC
A. DRAWINGS
1. Manufacturer's die drawings and sections (submitted under files # see below)
2. Drawing No. W13-68 Rev C, titled "Series 500-9 Alum Outswing Entrance Door (L.M.I.)", sheets 1,
2, 3, 4, 4.1 through 16 of 16, dated 12130-13 and last revised on Oct 06; 201-5, prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS (submitted under file # 14-0305.
1. Test reports on: 1) Air Infiltratic
2) Uniform Stat
3) Water Resist.
4) Large Missile
5) Cyclic Wind
6) Forced Entry
Along with installation diagram of alurr
by Black Water Testing Inc., Test repor
2013 and December 11, 2013, both sign
Note: The above test reports have been:
Black Water Testing Inc.,,signed and se
2. Test reports on: 1) Air Infiltratic
2) Uniform Stat:
3) Water Resist
.4) Large Missile
5) Cyclic Wind
6) Forced Entry
Along with installation diagram of alui
transom, prepared by Hurricane Engine
07-4371, HETI 07-4371, HETI 07-437
HETI-08-2184A & B dated 10/01/08, ]
signed and sealed by Candido Font, P.]
C. CALCULATIONS
1. Anchor verification calculations con
Farooq Corporation, dated MAR 27,
by Javad Ahmad, P.E.
2. Glazing complies W ASTME-1300-04
D. QUALITY ASSURANCE
1. Miami Dade Department of
i Test, per FBC, TAS 202-94
Air Pressure Test, Loading per FBC TAS 202-94
ice Test, per FBC, TAS 202-94
Impact Test per FBC, TAS 201-94
'ressure Loading per FBC, TAS 203-94
Pest, per FBC 24113.2.1, TAS 202194
num Outswing doors w/wo sidelite and transom, prepared
#BT-SIW-13-001 and BT-SIW 13-006 dated June 10,
;d and sealed by Yamil Kuri, P.E.
-vised by an addendum letter dated 05/09/14, issued by
led by Yamil Kuri, P.E.
r Test, per FBC, TAS 202-94
Air Pressure Test, Loading per FBC TAS 202-94
ice Test, per FBC, TAS 202-94
Impact Test per FBC, TAS 201-94
'ressure Loading per FBC, TAS 203-94
Pest, per FBC 24113.2.1, TAS 202-94
dnum Inswing / Outswing doors w/wo sidelite and
;ring and Testing, Test Report No. HETI 07-4339, HETI
HETI 07-4373and HETI 07-4374 dated 01/03/08,
IETI 09-2572A, HETI 09-2573 dated June 30, 2009, all
ring with FBC2014 (5ti' Edition), prepared by Al
15 and last revised on Jul 30, 2015, signed and sealed
-09
E-1
and Economic Resources (RER).
. Ll'khl--
Ishaq I. Chanda, P.E.
Product Control Examiner
NOA No.15-0406.13
Expiration Date: May 22, 2018
Approval Date: October 15, 2015
S11W Impact Windows, LLC
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.14-09"
DeNemours & Co., Inc. for the "
expiring on 07/04/18.
2. Notice of Acceptance No.11-06:
DeNemours & Co., Inc.) for the
F. STATEMENTS (Except item #1, all i
1. Statement letter of conformance to
prepared by Al Farooq Corporatioi
2. Lab compliance as part of the abo�
3. Addendum letter dated 05/09/14 re
Water Testing Inc., signed and sea:
4. Addendum letter ref HETI-07-437,
by Candido Font, P.E.
G. OTHER
1. This NOA revises NOA # 14-03
2. Test proposal dated 05/23/1, a
issued to Kuraray America, Inc. (Former E.I. DuPont
y GIass ® (Clear and White) Glass Interlayers",
issued to Kuraray America, Inc. (former E.I. DuPont
[cite ® PVB interlayer", expiring on 12/11/16.
her submitted under file # 14-0305.06)
'BC 2014 (5th Edition) and letter of no financial interest,
dated 03/25/15, signed and sealed by Javad Ahmad, P.E.
referenced test report.
#BT-SIW-13-001 and BT-SIW-13-006, issued by Black
d by Yamil Kuri, P.E.
dated May 06, 2008, issued by HETJ, signed and sealed
expiring 05/22/18.
-.d by RER.
shaq I. Chanda, P.E.
Product Control Examiner
NOA No. 15-0406.13
Expiration Date: May 22, 2018
E-2 Approval Date: October 15, 2015
4ftV
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DECORATIVE GRILL
ALUM BAR
0.SCUD d
3/16" HEAT STREN'D GLASS
3/16' HEAT STREWO GLASS
OPTIONAL
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A
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By 'Kuraroy America, Ins
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By 'Kummy America, Inc.'
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3/16" HEAT STREN'D
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THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
e
I
SHUTTERS ARE NOT REQUIRED.
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SERIES 500-9
ING
ALUMINUM OUTSWENTRANCE DOOR
.aa
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\\ / DOW 995
/
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SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE SHEETS 2 & 3.
to
SINGLE-(O/X)-AND-DOUBLE-(0/XX)-LEAF-DOORS-WITH`TRANSOMS-SEE-SHEET-4—
p
a
SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 5.
Z
to
GLASS TYPE 'A'
GLASS TYPE 'B' ALTERNATE
GLe2ING DETAIL
SEE SHEET 2 FOR GLASS TYPES AND LOCKING OPTIONS.
m
7/16" OVERALL LAM. GLASS
7/16' OVERALL LAM. GLASS
CLASS TYPES 'A' & 'B'
SEE SHEET 3 FOR CLASS TYPE AND ADA SILL.
SEE SHEET 4.1 FOR SINGLE SIDELRE AND GLASS TYPES.
C~?
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LOWER VALUES FROM TRANSOM/SIDELRE CAPACITY CHART OR DOOR CAPACITY
i d
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5/3Y TEMP. GLASS
WILL APPLY TO ENTIRE SYSTEM.
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AIR SPACE
3/16' TEMP. GLASS
DOORS WITH STD. SILL APPROVED FOR INSTALLATIONS WHERE WATER
n Ed J
DECORATIVE PANEL
INFILTRATION RESISTANCE IS REQUIRED.]
to
AIR SPACE
AIR SPACE
DOORS WITH ADA THRESHOLDS NOT APPROVED FOR INSTALLATIONS WHERE
0
5/32" HEAT STREN'D GLASS 3/16- HEAT STREN'D GLASS WATER INFILTRATION RESISTANCE IS REQUIRED.
090' Interioyer
Bulaclte PVB
090" Intedayer
9utoclte PVB
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
By Kuraroy America, Inc.' By 'Kumrcy America, Inc.'
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY
HURRICANE ZONE (HVHZ).
5/32' HEAT STREN'D GLASS 3/18" HEAT STREN'D GLASS
113Y OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY
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TO TRANSFER LOADS TO THE STRUCTURE.
SILICONE
DOW
SILICONE
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS
o
995
DOW 995
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
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COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
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W13-68
sheet 1 of16
5 1/2' MAX.
DOORS WITH STD 3 POINT LQCKING HARDWARE
39 3/6' MAX. 76' MAX.
FRAME WIDTH FRAME WIDTH
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36 9/16' MAX.
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TYPICALEVATION
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SILL ANCHORS AT STILE ENDS
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TYPICAL ELEVATION
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DIMS.
DOUBLE DOOR (XX)
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I LOCKS
HINGES
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I TYPE 'B'
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FRAME
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76'
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80.0
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76'
108"
70.0
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SEE `SHEEP tv FOR GLASS TPES DESCRIPTION.
SEE SHEET 14 FOR LOCKS AND HINGES DESCRIPTION.
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- WIDTH
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= IL)
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* USING #20305 (1/2" HT.) THRESHOLD
NOTE:
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BASED ON ASTM E1300-09 (3 SEC. GUSTS) A
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DECLARATORY STATEMENT DCA05-DEC-219
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975 S. CONGRESS
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E acroic 1/2"�1'_p• A 05.01.14 REV. PER RER COMMENTS SIW IMPACT WINDOWS LLC. 123s S.W. 87 AVE
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10.06.16
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CO O O f.E.13 REV. PCR RER COWDRS
CO P ehk bY•I I TEL (561) 274-9392 FAX (561) 274-9262
0
AL-FAROOQ CORPORATION a
ENGINEERS & PRODUCT DEVELOPMENT
1235 S.W. 87 AVE
MIAMI, FLORIDA 33174
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76" MAX.
monu�cy1f�1mv1=
pP1orm
o
a U m
Cad��r-1M
J B J B a Ic+ a �3
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AR
Nmo
76" MAX. OPTIONAL 76" MAX. �i�w
DOOR FRAME DOOR FRAME �`w
CYhj
�—
d
W�I�
va i NOTE:
0 THE FRAME AREA OF ALTERNATE SIZE MUST NOT
EXCEED TESTED FRAME AREA = 127-31 SO. FT.
TONAL
o
SEE SHEETS 2 AND 3 FOR MAXIMUM DOOR WIDTHS AND HEIGHTS
NGLE AND DOUBLE LEAF DOORS WITH TRANSOMS SEE SHEET 5 FOR SIDELITE WIDTHS
°
H
JD WITHOUT SIDELITES
- D.L.O. HEIGHT (SIDELITE) = LEAF HEIGHT - 12" (4" TOP RAIL, 6' BOT. RAIL)
D.L.O. WIDTH (SIDE LITE) a LEAF WIDTH - 10" (WIDE STILES)
D.L.O. WIDTH (SIDE LITE) = LEAF WIDTH - 6" (NARROW STILES)
c
Enqr. JAVAD ARMAD
APPROVED CONFIGURATIONS EM5CIVIL FIA R
It
DOORS, SIDELITES AND TRANSOM COMBINATIONS SHOWN ABOVE CAN BE USED ASCAN.536INDMDUAL
UNITS AS SHOWN OR IN COMBINATIONS WITH OTHER APPROVED PRODUCTS
a i
—
USING MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN.
drawing no.
W13-68
LOWER VALUES FROM DOOR, SIDELITE, MULLIONS OR APPROVED PRODUCTS USED WILL 20
APPLY TO ENTIRE SYSTEM.
TO BE APPROVED BY AJH (AUTHORITY HAVING JURISDICTION).
r—
TYPICAL ANCHORS
zg
SEE ELEVATIONS
aq
FOR SPACING
SEE CHART
mN
FOR MIN, LENGTH
nEXTERIOR
GE•DIST.s
n.
..
FINISHES
:,E
;
BY OTHERS
•: ' CQNCREfE
1
?:
O
® 6
0
I
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f _1
DFLUSH
GUITUBE
O
IN
1HY WOOD BUCK
n FASTENERS BY OTHERS
GE bil
A • 7 I • _CONGRtTE
EXTERIOR
FINISHES
BY OTHERS
z
Z
SEE LEM CORNER
DETAIL ON SHEET 15
POURED & HARDENED
HIGH STRENGTH GROUT
f e - 5000 PSI MIN.
I —NOT BY S.I.W.
MUST TRANSFER SHEAR
LOADS TO STRUCTURE
LOAD BEARING
(SOLID SHIMS
OPTIONAL TO GROUT)
' v
r'E
TYPICAL ANCHORS
SEE ELEV. FOR SPACINI
E DISf. •. 'SEE CHART
FOR MIN. LENGTH
n TDSILL
OPERAB
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
SEE an --
METAL STRUCTURE
OR
APPROVED MULLION
9
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
AT HEAD
AT SILL
AT JAMBS
ANCHORS TYPE
SUBSTRATE
MIN. LENGTH MIN. EDGE DIST.
MIN. LENGTH MIN. EDGE DISf.
MIN. LENGTH MIN. EDGE DIST.
1/4• DIA. ULTRACONS
'ELCO'
WOOD
2-3/4•
1•
NA
NA
3-3/4'
1•
BY
MASONRY
NA
NA
N.A.
NA
3-3/4'
2-1/2•
(Fu-177 KSI, FY-155 KSI)
CONCRETE
2-3/4'
2-1/2•
2-3/4•
2-1/2'
3-3 4-
2-1/2-
1/4' DIA. SELF DRILLING SCREWS
(GRADE 5 CBS)
METAL
3/4'
3/4•
NA
NA.
3 4
/
3 4
/ •
].U. - U.55 MIN.
a IRU�1UnG
MASONRY m C-80 HOLLOW/FILLED BLOCK Pm = 2000 PSI MIN,
CONCRETE - I'o - 3G00 PSI MIN.
METAL = 1/8' MIN.-THK._STER Fu-158-KSI,-Fy=36-KSI-MIN.
MAMI-DARE COUNTY APPROVED MULLION
1/8' MIN. THK. ALUMINUM (6063-TS, FU-22 KSI)
IBY OR 28Y WOOD BUCKS AND METAL STRUCTURES NOT BY S.I.W.
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER
THEM TO BUILDING STRUCTURE.
ANCHORS MAY BE HEX OR FIAT HEAD.
OP .RAH .. NIT-C
(NOT APPROVED FOR WATER RESISTANCEI
- FLCHART
• • CONCRETE
TYPICAL -. .
ELEV. FOR
SEFOR MIN
OPERAH •,' NIT
(NOT APPROVED FOR WATER RESISTANCE)
LIMIT MAIL DESIGN LOADS TO ±62 PSF
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OELRAY BEACH, FL,133445
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AL-FAROOQ CORPORA7710N Ila
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IMAMI, FLORIDA 33174
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SIW IMPACT WINDOWS, LLC. ENGINEERS& PRODUCT DEVELOPMENT
1235 S.W. 87 AVE
975 S. CONGRESS AVE. #102 MIAMI, FLORIDA 33174
DELRAY BEACH. FL. 33445 TEL(605) 264SSAo FAX(3,05) 20ZO978
T0. (561) 274-9392 IFAX. (561) 274-9262 1 f COMP—ANL\W13-65Sf
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975 S. CONGRESS AVE. g102 MUUNI, FLORIDA 33174 `
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SIW IMPACT WINDOWS, LLC.
975 S. CONGRESS IAVE. #102
ENGINEERS& PRODUCT DEVELOPMEM
1235 S.W. 87 AVE
MIAMI, FLORIDA 33174
DELRAY BEACH, FL 33445
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Weesm',tionsm ion ENpINEQiS & PRODUCT DEVELOPMENT�"� 3/6' - +' . PER RER COAMWM SWIMPACT WINDOWS,LLC. fLJ .. PER RM CO/NIEN15 M A S.W. RI AVE975 S. CONGRESSI AVE. #102 MIAMI,FLDRIDA33176C
CxAxcE Mrs sxEEr DELRAY BEACH, FL 33445ClW7GE Mrs SxEEf TF]-(805) 2848100 FAX (306)26'2E978
rn CU P eAx. bY+ TEL. (561)�274-9392 FA%. (561) 274-9262 COMP-ANL\W73-66SIW
LOCK OPTIONS 1 & 3
STD, 3 POINT LOCK
MAX. FRAME HEIGHT = 108 IN.
MAX. LEAF = 38-9/16 IN.
MAX. DESIGN LOAD = 80 PSF
ACTIVE
OPTION At:
3 POINT LOCK ASSEMBLY (M1805S) BY 'ADAMS RITE'
WITH 4015 THROW BOLT AT 35-1/2" FROM BOTTOM
FLUSH BOLTS CONNECTED TO LOCK
KEY OPERATED ON EXTERIOR AND THUMB TURN ON
INTERIOR AND ENGAGING FRAME AT HEAD AND SILL
OPTION 43:
LOCK ASSEMBLY (W5110-STACT6) BY 'ASHLAND'
WTTT THROW BOLT AT 35-1/2" FROM BOTTOM
FLUSH BOLTS CONNECTED TO LOCK
KEY OPERATED ON EXTERIOR AND THUMB TURN ON
INTERIOR AND ENGAGING FRAME AT HEAD AND SILL
INACTIVE LEe�
CONCEALED FLUSH BOLTS (FB-1202-914)
BY 'SULLIVAN & ASSOC.'
MANUALLY OPERATED LEVERS MOUNTED ON
INSIDE FACE OF LEAF STILE LOCATED AT
13-1/2' FROM BOTTOM AND 34" FROM TOP
I
II
\
I
\
UAOM
I
ACTIVE
INACTIVE
36-9/16" 36-9/16"
LOCK OPTION 02 NOT USED
LOCK OPTION 4
MAX. FRAME HEIGHT = 97-3/4 IN.
MAX. LEAF = 36-9/16 IN.
MAX. DESIGN LOAD = 60 PSF
ACTIVE LEAF;
EXPOSED FLUSH BOLTS (FB-1202-914)
BY 'SULLIVAN & ASSOC:
MANUALLY OPERATED LEVERS MOUNTED ON
FACE OF LEAF STILE LOCATED AT
13-1/2' FROM BOTTOM AND 34" FROM TOP
INACTIVE' LEA
CONCEALED FLUSH BOLTS (FB-1202-914)
BY 'SULLIVAN At ASSOC.'
MANUALLY OPERATED LEVERS MOUNTED ON
INSIDE FACE OF LEAF STILE LOCATED AT
13T/2' FROM BOTTOM AND 34' FROM TOP
f:
l
36-9/16'
LOCK OPTION 5
PANIC EXIT DEVIL (SVR)
MAX. FRAME HEIGHT = 97-3/16 IN.
MAX. LEAF WIDTH = 36-9/16 IN.
MAX. DESIGN LOAD = 62 PSF
ACTIVE & INACTIVE LEAF.•
SURFACE VERTICAL ROD PANIC EXIT DEVICE BY
'JACKSON PANIC SYSTEM' MODEL 1275 LOCATED AT 38"
FROM SILL AT EACH LEAF.
PANIC BAR FASTENED TO LEAF WITH
(1 /8-32 X 1/4' SOCKET HEAD MACHINE SCREW
(1 16 X 3/4' FH TEK SCREW
TOP AND BOTTOM LATCH ASSEMBLY BRACKETS FASTENED
TO STILE WITH (2) 1/4-20 X 1-1/4" SCREWS.
io
n I
\ T \ II
38-9/18' J6-9/16'
ITEM III
PART /
DESCRIPTION
MATERIAL
MANP./SUPPLIER/REMARKS
1
SIW523
FRAME TRANSOM HEAD
6063-TB
ALTERNATE TO 2
2
STW505DOOR/SMELRE
FRAME HEAD/SILL
6063-T6'
-
2A
SIW505BTRANSOM
rZIDD�
MULLION
6063-TO
3
_ SIW508_
FRAME JAMB
8063-TG4
SIW502
DOOR TOP/BOTTOM RAIL
6063-T65
SOY537
DOOR BOTTOM RAIL (6ry
6063-T6
SEE SHEET 13
5.1
SIW536
1/ LEAF
DOOR BOTTOM RAIL (87
6063-T6
ISEE SHEET 13
6
SIW503
2/ LEAF
HINGE STILE/LOCK STILE
6063-76
-
7
SIIY507
2/ LEAF
SIOELTTE SASH STILE
6063-T6
8
SIW542
AS READ.
DOOR TRANSOM MULLION ADAPTER
5063-T6
-
9
SIW511
AS READ.
SCREW COVER
6063-T6
JAMB & TRANSOM
10
SIW509
AS READ.
DOUBLE ODOR ASTRAGAL
6063-T6
-
1CA
SM535
AS READ.
SINGLE DOOR ASTRAGAL
6063-T6
-
I1
SIW510
SCREW COVER
6083-TS
_
12
SIW512
INTERIOR CLASS STOP
6063-T5
12A
DWF-024
INTERIOR GLASS STOP
6063-T5
13
SIW513
VASRE
EXTERIOR CUSS STOP
8083-To
13A
SM533
EXTERIOR GLASS STOP
6063-T614
SIW504
DOOR JAMB/MULL ADAPTER
6063-TB
16
9016EBULB
W'STRIPPING
VINYL
CENTRAL PLSTICS
16
U4513
-
Q-LON W'STRIPPING
VINYL
SCHLEGEL
17
5530
AS READ.
INTERIOR GLAZING GASKET (OUROMETER 70t5)
SANTOPRENE
BY CENTRAL PLASTICS
17A
5531
AS REDD.
EXTERIOR GLAZING GASKET (DUROMETER 70&S)
SANTOPRENE
BY CENTRAL PLASTICS
18
W23201NW0020
AS ROD.
FINSEAL PILE WSTRIPPING
-
ULTRAFAS
20
08 X 1/2'
-
ASTRAGAL SCREWS PH SMS
AT 4' FROM ENDS & 8" O.C.
21
_)18 % 1/2_
-AS- REOD._
.GLASS-STOP-SCREWS-SELF-DFaWNG
-
AT-8-FROW ENDS & 15' O.C. MAX.
22
f12 X 1-1/4'
-
FIX. PANEL SCREWS PH SMS
-
AT 6" FROM ENDS & 17' O.C. MAX.
24
SO44HO
4/LEAF
BUTT HINGES
ST. STEEL
DELTANA
25
-
AS READ.
MULLION REINFORCING
STEEL
-
26
012 X 4"
1/ CORNER
FRAME ASSEMBLY SCREWS
ST. STEEL
PH SMS
27
#12 X 2"
AS READ.
FRAME AND LEAF ASSEMBLY SCREWS
ST. STEEL
PH SMS
28
#12 X 1/2'
AS READ.
HINGE ASSEMBLY SCREWS
ST. STEEL
FH MS TYPE F SS
29
20305
AS READ.
ADA THRESHOLD OPTION $1
6063T6
-
30
D8019AV35
AS REOD.
DOOR BOTTOM SWEEP
AUJM/VINYL
BY CRL
31
SIW521
FLUSH BOLT BLOCK
6063-T6
-
32
02
-
FLUSH BOLTS
SULLIVAN & ASSOC.
34
SM539
-
2' CHAIR RAIL
8083-W
-
35
SIW5!6
1
ADA THRESHOLD OPTION 02
8063-Te
36
SIW547
1
ITHRESHOLD COVER
6053 T6
SEALANTS:
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
SMALL JOINT SEALER.
HINGES
4' X 4" ST. STEEL BUTT HINGES DELTANA (DSB4NB OR S044HD) Fn9r. JAVAO AHLLAD
AT 13' FROM TOP AND BOTTOM ENDS AND 26-5/8' O.C. MAX. CIVIL70592
HINGE ATTACHED TO DOOR FRAME AND DOOR STILE CA 38
USING (4) #12 X 1' FH MS
3 HINGES PER LEAF UPTO 6/8 HIGH DOORS
4 HINGES PER LEAF DOORS HIGHER THAN 6/8
U 6 2015
3
JEG_VI �+
O M
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QOW N
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[n OnO F
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$ a
a
drawing no.
W13-68
0
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Lc o'n Ldola: 12-30-IS J (o°15a e3 escn on I SERIES 500-9 ALUM OWSAG ENTRANCE DOOR (LM
09.01.14 REV. PER RER 00.MMEMa
£ FDELRAY
IMPACT WINDOWS, LLC.
Ci1 ,'c a as2s.0 Rc cx4xcE ix�s sxEET S. CONGRESS AVE. #102
I dr. ny xaao c mza.ts xo cxwcE e s svEEr BEACH,FL.33445
00 o'xo CW41cE 7xrs sxEtT 661) 274-9392 FAX (561) 274-9262
��V
AL-FAROOQ CORPORATION
a
ENGINEERS & PRODUCT DEVELOPMENT
12235 S.W. 87 AVE
MIAMI, FLORIDA 33174
TEL VWM 2645100 FAX (305) 2626978
* a
W
sate: tz—ao-13
a
I ar. 6r FUNiD
CO B aFat by:
m
date
escrl ion
Pol
A 05.01.16
REV. Fm REH COMMENTS
B 06.25.16
NO CHWGE M SHEET
C 107M.151
I ND CHWOE INS SHEEE
D LL0&lSJ__J
NO CFMGE THIS SHEET
iMES 500-9 ALUM OUTSMNG ENHANCE DOOR (LM
SIW IMPACT WINDOWS, LLC.
975 S. CONGRESSIAVE. #102
OELRAY BEACH, FL 33445
TEL (561) 274-9'J92 FAX. (561) 274-9262
AL-FAROOQ CORPORATION a
ENGINEERS & PRODUCT DEVELOPMENT f
1235 S.W. 87 AVE
MIAMI, FLORIDA 33174
TEL. (305) 2648100 FAX (305) 262E379
COUNTY ..
DEPARTMENT OF REGULATORY AND ECONOMIC
BOARD AND CODE ADMINISTRATION DMSION
NOTICE OF ACCEPTANCE (NOA)
SIW Impact Windows, LLC
975 S. Congress Ave. # 102
Delray Beach, Florida 33445
SCOPE:
This NOA is being issued under the applicable rules and
documentation submitted has been reviewed and acoepte
used in Miami Dade County and other areas where allo
This NOA shall not be valid after the expiration date s
()n Miami Dade County) and/or the AHJ (in areas other
or material tested for quality, assurance purposes. If this
manufacturer will incur the expense of such testing and
of such product or material within their jurisdiction.
determined by Miami -Dade County Product Control Sec
of the applicable building code.
This product is approved as described herein, and has bee
including the High Velocity Hurricane Zone,
DESCRIPTION: Series `°600 KM-11 "Aluminum Slip
APPROVAL DOCUMENT: Drawing No. W13-56 Rel
(LMI)", sheets 1,1.1, 2 to 11, 11.1, 12 thru 16 of 16, dat�
Farooq Corp., signed and sealed by Javad Ahmad, P. E., I
stamp with the Notice of Acceptance number and expiraf
MISSILE IMPACT RATING: Large and Small Mis!
Limitations:
1. See Design Pressure ratings in sheets 1, 2 & 3 appli
under separate approval, to be reviewed by approprii
2. Min Three (3) tracks are required for all configuratic
tracks & 5-tracks may be used. Min five (5) pairs of
astragal ends (see elevation & sheets 10, 11& 11.1).
3. Glass lites wider than 36" shall have two setting bloc
4. Max. Panel width not to exceed 60-1/8" wide & 130-
into overall continuous max door frame width= 500"
LABELING: Each unit shall bear a permanent label witl
following statement: "Miami -Dade County Product Contr
RENEWAL of this NOA shall be considered after a rene
in the applicable building code negatively affecting the pe
TERMINATION of this NOA will occur after the expiri
materials, use, and/or manufacture of the product or proce
sales, advertising or any other purposes shall automaticali
this NOA shall be cause for termination and removal of N
ADVERTISEMENT: The NOA number preceded by t
expiration date may be displayed in advertising literature.
in its entirety.
INSPECTION: A copy of this entire NOA shall be provi
shall be available for inspection at the -job site at the reque
This NOA revises & renews NOA #15-0528.16 consists
approval document mentioned above.:
The submitted documentation was reviewed by Ishaq L C
MIAMI-DADS COUNTY•
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
(PER) Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamjdade.gov/econorny
regulations governing the use of construction materials. The
d by Miami -Dade County RER -Product Control Section to be
ed by the Authority Having Jurisdiction (AHJ).
ated below. The Miami -Dade County Product Control Section
than Miami Dade County) reserve the right to have this product
product or material fails to perform in the accepted manner, the
the AHJ may immediately revoke, modify, or suspend the use
RER reserves the right to revoke this acceptance, if it is
tion that this product or material fails to meet the requirements
designed to comply with the Florida Building Code,
ing Glass Doors (Dry glazed) w/ Reinforcements
D, titled "Series 60OKM -11 Alum Sliding Glass Door
l 10-23-13 and last revised on RM 06, 2017, prepared by Al-
,aring the Miami -Dade County Product Control Revision
►n date by the Miami -Dade County Product Control Section.
:le Impact
,able to both Pocketed & Non -pocket Doors. Pockets are
to Building official.
is, along with integral sill adapter item # 10.Optional 4-
:luster anchors (total=10) are required at each interlock /
.x or 2x buck to be properly secured. CMU to be grout filled.
ks per FBC requirements.
1/8"high. Any numbers of panels are allowed which can be fit
and max allowable frame area of 488 ft.
the manufacturer's name or logo, city, state and series and
)l Approved", noted herein.
wal application has been filed and there has been no change
-formance of this product.
tion date or if there has been a revision or change in the
;s. Misuse of this NOA as an endorsement of any product, for
terminate this tQA. Failure to comply with any section of
e words Mian
If any portion
;d to the user
of the Buildi
this page 1 a
P.E.
the
lone
NOA No. 17-0717.05
Expiration Date:. August 31, 2022
Approval Date: August 31, 2017
File 0-
SIW Impact Windows, LLC
1. EVIDENCE SUBAUTTED UNDER PREVIOUS APPROVALS
A. DRAWINGS
1. Manufacturer's die drawings and sections (submitted under file referenced below)
2. Drawing No. W13-56 Rev C, titled "Series 60OKM ;11 Alum Sliding Glass Door (LMl)", sheets 1,
1.1, 2 toll, 11.1, 12 thru 16 of 16, dated 10-23-13 and last revised on FEB 25, 2016, prepared by Al-
Farooq Corporation, signed and sealed b, Javad Ahmad, P.E.
B. TESTS (submitted under files #15-0528.1
1. Test reports on 1) Air Infiltration']
2) Uniform Static 1
3) Water Resistanc
4) Large Missile Ix
5) Cyclic Wind Pre
6) Forced Entry Te
Along with installation diagrams of XpX
Door, prepared by Black Water Testing I
sealed by Yamil Kuri, P.E.
Note: This file has an addendum letter dal
signed and sealed by Yamil Kuri, P,
C. CALCULATIONS
1. Anchor verification calculations comp
Farooq Corporation, dated May 19, 20
Javad Ahmad, P.E.
2. Glazing complies w/ ASTME-1300-02, -0
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulator;
st, per FBC, TAS 202-94
r Pressure Test, Loading per FBC TAS 202-94
Test, per FBC, TAS 202-94
)act Test per FBC, TAS 201=94
sure Loading per FBC, TAS 203-94
per FBC 2411 3.2.1 and TAS 202-94
XXO and OXX aluminum (reinforced) Sliding Glass
;., BT-SIW-13-003 dated 11/26/2013, signed and
FEB 25, 2014 issued by Black Water Testing Inc.,
ring with FBC2014 (5a' Edition), prepared by Al
5 and last revised on 02/25/16, signed and sealed by
& -09.
and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.02 issued to E.T. DuPont DeNemours & Co., Inc. for their
"DuPont Sentry Glass ® interlayer", iexpiring on 01/14/17.
2. Material properties data sheet of Santo Irenel21-67W175 glazing gasket supplied by Central
Plastic Inc.
F. STATEMENTS
1. Statement letter of conformance to FI
Farooq Corporation, dated 05/08/15,
2. Lab compliance as part of the above r
3. Addendum letter dated FEB 25, 2014
Yamil Kuri, P.E.
G. OTHER
1. This NOA revises NOA #13-1212.10, exl
2014 and letter of no financial interest, prepared by Al
zed and sealed by Javad Ahmad, P.E.
renced test report.
ued by Black Water Testing Inc., signed and sealed by
E -I 1 .
08/31/17.
Is'haq L Chanda, P.E.
Product Control Examiner
NOA No:17-0717.05
Expiration Date: August 31, 2022
Approval Date: August 31, 2017
SIW Impact Windows, LLC
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. W13-56 Rev D, titled "Series 60OKM A I Alum Sliding Glass Door (LMI)", sheets
1, 1. 1, 2 to 11 11.1, 12 thru 16 of 16, dated 10-23-13 and last revised on JUL 06, 2017, prepared
by Ai-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. None.
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 & Co., Inc.) for the "Sentry Glass ® Interlayer", expiring on 07/4/18.
F. STATEMENTS
1. Statement letter of conformance to FB� 2014(51 Edition) & FBC 2017(6t6 Edition) and letter
of no financial interest, prepared by Al Farooq Corporation, dated 08/24/17, signed and sealed
by Javad Ahmad, P.E.
G. OTHER
1. This NOA revises & renews NOA #15-0 28.16, expiring 08/31/22.
Ishaq L Chanda, P.E.
Product Control Examiner
NOA No. 17-0717.05
Expiration Date: August 31, 2022
Approval Date: August 31, 2017
E42
CLUSTER OF ANCHORS
AT INTERLOCK/ASTRAGAL ENDS
SEE SHEETS 10 THRU 11.1
120 1/18'
DOOR FRAME WIDTH
5' MAX
3'
Y
15MAAX 8'
HEADSILL
v CORNERS A
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OPTIONAL D.L.OPG.
53 3/4-
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ANCHORS
60 1/8-
PANEL WIDTH
60 1/8-
PANEL WIDTH
THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED. TYPICAL ELEVATION
XO
SERIES '60OKM-11' ALUMINUM SLIDING GLASS DOOR
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
1BY OR 213Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE.
ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHAD. MEET THE
REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEMNG THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL
WE
3 TRACK
FRAME JAMB
STAGGERED
PARS
3
3 TRACK
FRAME JAMB
IN-UNE
PAIRS
DAYLTTE OPENINGS:
D.L.O. HEIGHT = PANEL HEIGHT - 7.375'
D.LO. WIDTH = PANEL WIDTH - 6.375'
PANEL HEIGHT = DOOR FRAME HEIGHT - 1.875"
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCAOS-DEC-219
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MAXIMUM DESIGN LOAD RATING = + 55.0 PSF
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AS PERMITTED BY FBC
DOOR HEIGHT AND WIDTH SIZE MUST COMPLY
EGRESS REQUIREMENTS PER FBC AS APPLICABLE
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NO CHANGE THISSHEEr
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EDMRIAL CHANGES ONLY
SERIES'60OKM-11' ALUM
SLIDING GLASS DOOR (L.M.L)J
AL-FAROOQ CORPORATION
a
SIW IMPACT
WINDOWS LLC.
ENGINEERS& PRODUCT DEVELOPMENT
9360 SUNSET DRIVE, SURE 220
975 S. CONGRESS
AVE. %102
F
MIAMI, LORIDA 33173 (CA.N. 3538)
DELRAY BEACH,
7.L. (581) 274-0302
I FL. 33445
FAX. (561) 27"262
TEL, (2106) 26"100 FAX (3067 262-6978
COMP-ANL\W13-56S1
23B 1/2'
DOOR FRAME WIDTH
ANCHORS IN PAIRS
AT HEAD/SILL/JAMBS
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SEE SHEETS 10
15 3/8'
MAX.
jl Ij
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53 3/4'
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60 1/8" (MAX')
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PANEL WIDTH
PANEL WIDTH
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CLUSTER OF ANCHORS
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SEE SHEETS 0 THRU 11.1
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DECLARATORY STATEMENT DCA05-DEC-219
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MAXIMUM DESIGN LOAD RATING = + 55.0 PSF
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AS PERMITTED BY FRC
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SEE SHEETS 10 THRU 11.1
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60 1/8' MAX.
CK
5 TRACK
60 1/8' MAX.
CLUSTER OF ANCHORS AT�CENTER OF
FRAME JAMB
FRAME JAMB
PANEL WIDTH
AT INTERLOCK/ASTRAGAL ENDS EACH PANEL
IN—UNE
IN —LINE
PANEL WIDTH
SEE SHEETS 10 THRU 11.1
PAIRS
PAIRS
CAL ELEVA
oxx—xxo
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FMAXIMUM DESIGN LOAD RATING = + 55.0 PSF(FOR SIZES SHOWN OR SMALER) — 55.0 PSF ; zEl
AS PERMITTED BY FSC ml
DOOR HEIGHT AND WIDTH SIZE MUST COMPLY
NOTE: EGRESS REQUIREMENTS PER FBC AS APPLICABLE.
o m
THIS NOA ALLOWS ANY NUMBER OF PANELS ON 3, 4 OR 5 TRACK
FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT ° MtOMICf➢EV18@D
MAX. NOMINAL PANEL WIDTH = 60-1/8" �A.b%,ft#b.n & `
= 132° MAX. DOOR HEIGHT "I< ,��'_ ,� �17 A11AUnllgrq
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MAX. OVERALL DOOR FRAME AREA = 488 SQ. FT. �#�r1Mo toLl
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MAX. OVERALL FRAME WIDTH = 500° (�� ` Z 3�'' %?CENS�c
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NOTE: _*'= a a
GLASS CAPACITIES ON THIS SHEET ARE %�
BASED ON ASTM E1300-09 (3 SEC. GUSTS) O DF •(yam drawing no.
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(SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 10 THRU 14)
SEE APPLICABLE ELEVATION FOR ANCHOR LOCATION IN SHEETS 1
THRU 3.
THIS NOA ALLOWS ANY NUMBER OF PANELS ON 3, 4 OR 5 TRACK
FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT
MAX. NOMINAL PANEL WIDTH = 60-1/8"
MAX. DOOR HEIGHT = 132'
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AL-FAROOQ CORPORATION a
ENGINEERS & PRODUCT DEVELOPMENT
9360 SUNSET DRIVE, SUITE 220
MIAMI, FLORIDA 33173 (C.A.M 3538) ��f-
TEL (305) 26"WO FAX (305) 262-6978
9
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05.16.17
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IM SLIDING GLASS DOOR DOOR (I-M.I.) J ALrFAROOQ CORPORATION a
INDOWS LLC. ENGINEERS&PRODUCTDEVELOPMENT
9360 SUNSET DRIVE, SUITE 220
iS AVE.102 MIAMI, FLORIDA 39179 (C.d.N. 3638) C
FL. �4( 61) 274-9262 TEL 130el seaa2oo FAILI COMP-ANL\W13-56SIW
DOOR FRAME WIDTH
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OXXX—XXXO
APPROVED CONFIGURATIONS
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APPROVED CONFIGURATIONS
POCKETED DOORS
FOUR (4)
NOTE.
CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY
(SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 10 THRU 14)
SEE APPLICABLE ELEVATION FOR ANCHOR LOCATION IN SHEETS 1
i
THRU 3.
c
N N
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THIS NOA ALLOWS ANY NUMBER OF PANELS ON 3. 4 OR 5 TRACK
=
e
FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT
MAX. NOMINAL PANEL WIDTH = 60-1/8"
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MAX. DOOR HEIGHT = 132"
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MAX. OVERALL DOOR FRAME AREA = 488 SO. FT.
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APPROVED CONFIGURATIONS
NON -POCKETED DOORS
FIVE (5) TRACKS
DOOR FRAME WIDTH
-it— - —
izz
Iso
PXXXX (SHOWN)
R
MIA
CL
DOOR FRAME WIDTH
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io I I 71 i 1 EXTERIOR
L-_ J L_
PXXXX-XXXXP (SHOWN) 11 11
APPROVED CONFIGURATIONS�``
POCKETED DOORS
NOTE.
FIVE 1J TRACKS CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY THIS NOA ALLOWS ANY NUMBER OF PANELS ON 3, 4 OR 5 TRACK
(SEE APPUCABLE ANCHOR INSTALLATIONS IN SHEETS 10 THRU 14) FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT
SEE APPLICABLE ELEVATION FOR ANCHOR LOCATION IN SHEETS 1 MAX. NOMINAL PANEL WIDTH = 60-1/8"
THRU 3. MAX. DOOR HEIGHT = 132" % R
MAX. OVERALL DOOR FRAME AREA = 488 SQ. FT.
MAX. OVERALL FRAME WIDTH = 500"
K
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I
TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS , i
(5) PAIRS AT STILE ENDS TYPICAL ANCHORS IN PAIRS (5) PAIRS AT STILE ENDS TYPICAL ANCHORS IN PAIRS 4 N
(5) PAIRS AT SDLE ENDS SEE ELEV. FOR SPACING (5 PAIRS AT STILE ENDS 1� N
SEE 'ELEV. FOR SPACING SSE $ ELEV. FOR SPACING I
ELEV. FOR SPACING n
1BY OR 20Y WOOD BUCK o METAL Z m "
(SEE NOTE BELOW) SR STRUCTURES b
;.�. DLSR. •.. .. .t. S/fl ' bbE U 3Yn
.CONCRETE•-. MINI � P15le I I EDGE f f a al
•iTI)GE• D•EDGE OLST. •i< •�EDG T. 1 5 DIST.' .CONCRETE- tin
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i t i i l i TYPICAL ANCHORS IN PAIRS Lo
i i li i i i 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY SIW (5) PAIRS AT STILE ENDS co 34iH�i ..
T i i i MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM sFE ELEV. FOR SPACING = a M '�
AND TRANSFER THEM TO THE BUILDING STRUCTURE. N
Z rn L2
a lii lii, ii 3w m
0
-w—" - - - - - - - - UZU Y
w TYPICAL ANCHORS: SEE ELEV. FOR SPACING x a m
o
o 1 /9 DIA. ULTRACON BY 'ELCO' (F-177 KSI, FY-155 KSI) CA r -
! I ,�
INTO WOOD STRUCTURES E3
2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS)
i THRU 1BY OR 2BY BUCKS INTO CONC. OR MASONRY
1-3/8" MIN. EMBED INTO CONCRETE (HEAD)
p?ODUCfptryfgQD a
i li i li i li 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS)
! II ! II ! I! DIRECTLY INTO CONC. OR MASONRY
Awcp&ce1W 17-07f O 8
2" MIN. EMBED INTO CONCRETE (HEAD/SILL) �MnWrDrte i• —
i 2" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) /l� •� Z `o B
INTEGRAL RISER SECURED TO EACH JAMB 1 /4" DIA. TEKS OR SELF DRILLING SCREWS GRADE 5 CRS Coahel m 6 g 6
i ;I i i i WRN (z) ➢5 X 1/2' FH sMs ( )
5 �yy�7 10 CONE
INTO METAL STRUCTURES 11, p (3
I I I I sFuANT STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) B a n 0 n
�yLff ALUMINUM : 1/6' THK. MIN. (6063—T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 0 05
O E o a
B 4 n € 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) E' �
<
INTO
(NO SHIM(_DADE SPACE)COUNT( APPROVED MULLIONS (MIN. THK. 1/8 _ .. �..
:... V sf
'TYPICAL EDGE DISTANCE
'CQNCRETE, .. � POURED k HARDENED
1-1/r iA y .1 +V/g• ` HIGH STRENGTH GROUT INTO CONCRETE AND MASONRY - 1" MIN. (EXCEPT AS NOTED) = 705M yI g
12 EDGE Dlsf fe = 50DO PSI MIN. _ y"Y ' • {Y -
I •MIN: 1 NOT BY SW INTO WOOD STRUCTURE = 1" MIN.
MUST TRANSFER SHEAR INTO METAL STRUCTURE a 3/4" MIN. o
LOADS TO STRUCTURE
SHIMS s TEOF drawing no.
OPTIONAL WOOD AT HEAD OR JAMBS SG = 0.55 MIN.
TYPICAL ANCHORS IN PAIRS '� SOP•' ���
(5) PAIRS AT STILE ENDS CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. ���Sg+�"••••• '��� W13-56
SEE ELEV. FOR SPACING C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm = 2000 PSI MIN.
m
EXT. EXT. .:t.":,•��.^; • 0 EXT.
i. ..:
$ e 0 m
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B STRUCTURE
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ENT. A � �
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SERIES '6 9-11' ALUM SWING GLASS DOOR LM.I.
( ) AL-FAROOQ CORPORATION a
c ENGINEERS h PRODUCT DEVELOPMENT
-' �. stole: 3/6' 1•SIW IMPACT WINDOWS, LLC.
W975 S. CONGRESS AVE. #102 MIAMII,, FLORIDDRIVE,
133173 UITE (C.A.N. 3536
I ar. ey: TARIODELRAY BEACH FL. 33445 TEL(309)28"I.00 FAX.(308)262�978 C'
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W 975 S. CONGRESS AVE. #102 MIAMI, FLORIDA 33173 (C.A.N. 3538) C
DELRAY BEACF�, FL. 33445 TEL(306�28°81e0 Fax(sos>aazss7s
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ENGINEERS of PRODUCT DEVELOPMENT
9360 SUNSET DRIVE, SUITE 220
a
SIW IMPACT WINDOWS,
LLC.
975 S. CONGRESS
AVE. #102
MIAMI. FLORIDA 33:L73 (c.A.N. 353e)
DELRAY BEACHf
TEL. (561) 274-9392
FL. 33445
FAX. (561) 274-9262
TEL.(306)2646100 FAX(305) 2626978
COMP-ANL\W13-56SI
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w ENGINEERS & PRODUCT DEVELOPMENT
i scale 3/e' 1' A M25.1a M. PER nEA COWEN SIW IMPACT WINDOWS, LLC. f
e.Os.15.15 UPDATED TO 2014 r9c 83805UNSEf DRIVE, SUITE
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by: TAMQ c 02,22,16 NO CI{�NGE THIS 6H[if •I (C.A.N. 959BJ C
D 05.16.I EDIIDftwL CHANGES ONLY DELRAY BEACH,I. FL. 33445 TEL (906)264-8100 FA%.(305)ZB'b887B �/
9 ehk by: TEL. (561) 274-9302 FAX (561) 274-9262 COMP-ANL\W13-56SIW
s
TYPICAL ANCHORS
TYPICAL
ANCHORS
IN PAIRS
SEE ELEV.
FOR SPACING
3/8" MAX.
O
O
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1/SH MAX
p
#8 X 3/4' PH TEKS
SHIMS
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OR:
,'.MASONRY
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METAL
STRUCTURE
IBY OR 2BY
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SEE NOTE SHEET 1
HOOK STRIP ANCHORS
AT 4" FROM ENDS
4K STRIP ANCHORS AND
AT 12' FROM ENDS
AND 16' O.C. I . ia• u
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Ile D1A. ULTRACON BY 'ELCO' (FU=177 KSI, Fy=155 KSI)
INTO WOOD STRUCTURES
W
2" MIN. PENETRATION INTO WOOD
5
DIRECTLY INTO CONC. OR MASONRY
`o
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
c
0
R R
1 /4" DIA SELF DRILLING SCREWS (GRADE 5 CRS)
m
INTO METAL STRUCTURES, 1/8" MIN. THK.
(MINIMUM 3 THREADS TO EXTEND BEYOND METAL THICKNESS)
_ I n
*592
C �� • ATE OF drawl
ng no.
W13-56
s
4.775
.125
8.400
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8.025
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1.577
1.875
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TENSILE STRENGTH (BREAK)- 1058 PSIP�
ELONGATION AT BREAK a 460,3
SPECIFlC GRAVITY = 0.98
8
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5.439
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-9.689
GLAZING GASKET
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13 EXTRUDED BY 'cEALE 1:1 L Pvsnts'
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3.787
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Q H.D. INTERLOCK STILE
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I.7.230 2.437---^i F�
3.812J
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® PANEL TOP RAIL O PANEL BOTTOM RAIL Q FEMALE ASTRAGAL 11 REINFORCEMENT
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05.15.16
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O
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SERIES '60OKM-11' ALUM SLIDING GLASS DOOR (LM.
SIW IMPACT WINDOWS,
INDOWS LLC.
975 S. CONGRESS AVE. j102
DELRAY BFACH,j FL. 33445
TEL (561) 274-9392 FAX. (561) 27"262
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AL-FAROOQ CORPORATION II a
ENGINEERS & PRODUOT DEVELOP T1.1 Illl f
9360 SUNSET' DRIVE, SURE 220
MIAMI, FLORIDA 33173 (6A.N. 3698 �+
TEL (305) 26"100 FAIL f30612624/976 �•r
MIAMI•DADE
DEPARTMENT OF REGULATORY AND ECONOTC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (N6A)
SIW Impact Windows, LLC
975 S. Congress Avenue, # 102
Delray Beach, FL 33445
SCOPE:
This NOA is being issued under the applice
materials. The documentation submitted has
Product Control Section to be used in Miami-:
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiratio
Section (In Miami —Dade County) and/ or the �
to have this product or material tested for qt
perform in the accepted manner, the manufacl
immediately revoke, modify, or suspend the u
reserves the right to revoke this acceptance,
Section that this product or material fails to me
This product is approved as described herein,
Code, including the High Velocity Hurricane 2
DESCRIPTION: Clipped, Extruded Alumb
APPROVAL DOCUMENT: Drawing No. D
18 of 18 and sheet 3.1, dated 10/01/07, with re
signed and sealed by Javad Ahmad, P.E., bear
with the Notice of Acceptance number and e
Section.
MiAMI-DADS COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidade.mv/economy
rules and regulations governing the use of construction
i reviewed and accepted by Miami -Dade County RER —
County and other areas where allowed by the Authority
date stated below. The Miami -Dade County Product Control
iJ (in areas other than Miami -Dade County) reserve the right
lity assurance purposes. If this product or material fails to
rer will incur the expense of such testing and the AHJ may
of such product or material within their jurisdiction. RER
it is determined by Miami Dade County Product Control
the requirements of the applicable building code.
nd has been designed to comply with the Florida Building
MISSILE IMPACT RATING: Large and Sn
LABELING: Each unit shall bear a permane
model/ series, and following statement: "Miami
noted herein.
RENEWAL of this NOA shall be considered a�
no change in the applicable building code negativl1
TERMINATION of this NOA will occur after tJ
in the materials, use, and/ or manufacture of the
of any product, for sales, advertising or any othe�
to comply with any section of this NOA shall be
ADVERTISEMENT: The NOA number pree
followed by the expiration date may, be displaye
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA sl
distributors and shall be available for inspection at
This NOA revises and renews NOA No. 15-071
and E-2, as well as approval document mentioned
The submitted documentation was reviewed by M
Tube Mullion — L.M.I.
-04, titled "Aluminum Tube Mullions", sheets 1 through
on F dated 05/16/17, prepared by Al-Farooq Corporation,
the Miami -Dade County Product ,Control Revision stamp
.ation date by the Miami —Dade County Product Control
R Missile Impact Resistant
label with the manufacturer's name or logo, city, state,
ade County Product Control Approved", unless otherwise
,r a renewal application has been filed and there has been
y affecting the performance of this product.
e. expiration date or if there has been a revision or change
•oduct or process. Misuse of this NOA as an endorsement
purposes shall automatically terminate this NOA. Failure
use for termination and removal of NOA.
;ded by the words Miami -Dade County, Florida, and
in advertising literature. If any portion of the NOA is
.all be provided to the user
the job site at the
5.04 and consists
Perez, P.E.
by the manufacturer or its
I+'119 -COPY
SIW Impact Windows, LLC
A. DRAWINGS
1. Manufacturer's die drawings a
(Submitted under NOA No. 0
2. Drawing No. M07-04, titled'
and sheet 3.1, dated 10/01/07,
Corporation, signed and sealer
id sections.
W016.06)
Aluminum Tube Mullions", sheets 1 through 18 of 18
with revision F dated 05/16/17, prepared by AI-Farooq
by Javad Ahmad, P.E.
B. TESTS
1. Test reports on: 1) Large Missil,
2) Cyclic Wind
along with marked -up drawing:
hung and fixed windows, prep
Reports No. HETI-07-4107, da
signed and sealed by Rafael E. I
(Submitted under NOA No. 07�
2. Test reports on: 1) Air Infiltrati(Ii
2) Uniform Stai
3) Water Resist],
4) Forced Entry
along with marked -up drawing:
hung windows, prepared by Hu
IIETI-07-4108, dated 03/26/07,
(Submitted under NOA No. 07-
Impact Test per FBC, TAS 201-94
Pressure Loading per FBC, TAS 203-94
and installation diagram of series 100 mulled single
ared by Hurricane Engineering & Testing, Inc., Test
ted 03/26/07 and HETI-07-4115, dated 04/09/07, both
)roz-Seda, P.E.
1016.06)
in Test, per FBC, TAS 202-94
is Air Pressure Test, Loading per FBC, TAS 202-94
ince Test, per FBC, TAS 202-94
Test, per FBC 2411.3.2.1, and TAS 202-94
and installation diagram of series 100 mulled single
mcane Engineering & Testing, Inc., Test Report No.
signed and sealed by Rafael E. Droz-Seda, P.E.
016.06)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51'
Edition (2014), dated 07/10/151, and updated to the FBC 6t4 Edition (2017) on
06/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,
P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department
E. MATERIAL CERTIFICATIONS
1. None.
and Economic Resources (RER).
Manuel P.E.
Product Contr.VExminer
NOA No717.02
Expiration Date: November 21, 2022
Approval Date:
SIW Impact Windows, LLC
F. STATEMENTS
1. Statement letter of conio ce, complying with FEC 61n Edition (2017), and of no
financial interest, dated June 29, 2017, issued by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
2. Laboratory compliance letter for Test Reports No. HETI-07-4107, dated 03/26/07,
HETI-07-4108, � dated 03/26 07 and HETI-07-4115, dated 0�4/09/07, all issued by
Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz—Seda,
P.E.
(Submitted under NOA No. 07-1016.06)
G. OTHERS
1. Notice of Acceptance No. 15-0715.04, issued to SIW Impact Windows, LLC for their
Clipped, Extruded Aluminum Tube Mullion — L.M.I., approved on 02/25/16 and
expiring on 11121/17.
Manuel P P.E.
Product Contr Exa iner
NOA No. - 717.02
Expiration Date: November 21, 2022
Approval Date: August 24, 2017
V-2
WINDOW FRAME
7UBE MUWON SEE SEPARATE NDA
SEE SHEET 2 FOR SIZ6 FOR CAPACITY - - 1TDt+1•r---T WINDOW FRAME
AND SHEETS 3 k 3.1 I I I I II I I I /-SEE SEPARATE NCA
FOR CAPACITY i i Ii iiil I / FOR CAPACITY
TUBE MULLION
SEE SHEEP 2 FOR SIZES
AND SHEETS 3 & 3.1
FOR CAPACITY
DOOR FRAME
rrSEE SEPARATE NOA
FOR CAPACITY
TUBE MULLION
SEE SHEET 2 FOR SIZES________________
AND 3 4 3.1
FOR CAPACITY
II
II �I
2---
_m R
_-�--�L
MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS
HORIZONTAL OR VERTICAL
SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING
URECTANGULAR
ALUMINUM TUBE MULLIONS
Z m
USING MULLION PROPERTIES ONLY
MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT.
)- w n 1 3
SEE SEPARATE NOA•S FOR WINDOWS/DOORS IMPACT AND LOAD RATINGS.
g ti N ,
-1
LOWER VALUES FROM MULLION APPROVAL OR WINDOW/DOOR NOA
O e
WILL APPLY TO ENTIRE SYSTEM.
00 g a
le G
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
OF THE 2017 (87H EDITION) FLORIDA BUILDING CODE
0 6 y
REQUIREMENTS
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
n
ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE
0' C. 2 e
APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER
0 IL G C .+
INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC.
0 AT � °P
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
N In N
LOADS TO THE STRUCTURE
a W z
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DErAAS, EMBEDMENT
TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.).
.S Z mg
ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE k ADOPTED STANDARDS.
U
MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION
O
N
IN ACCORDANCE WITH CURRENT FLORIDA BUILDING CODE
U)
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INSTRUCTIONS:
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USE CHARTS AND GRAPHS AS FOLLOWS.
U
STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7
Z
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FOR PARTICULAR OPENING.
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STEP 2 USE MLAMI-DADE COUNTY APPROVED GLAZING PRODUCTS
MEETING ABOVE LOAD REQUIREMENTS.
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Q
n w
AS PER PRODUCT APPROVAL
fn m
USING CHARTS ON SHEET 3 & 3.1 SELECT MULLION SIZE
.STEP4WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
IN STEP 1 ABOVE.
USING ANCHOR TYPES AND ANCHOR CAPACITY CHARTS
STEP¢ ON SHEETS 4 THRU 18, SELECT ANCHOR TYPE WITH
LL
�A
b
DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED
IN STEP 1 ABOVE.
= =
S
PRODDUC REVIS® ,�• NSF••• n
nt with lLe P6aTda 4
B04mg
Acwptmce lNo i 'fl .OQ 2 _ Y)' ' •: tY = 8 ,t
Fxpimtion
BY L—_—
Mi de Product , OF•drawing no.
THESE MULLIONS CAN ONLY BE USED WITH �i SS/ • "• 1y����
SRV GLAZING PRODUCTS VV/r .�', t\�A Gh.,n
3.000 125TYP
Ll
Ix _ .9502 N\4
SE _ .6335 IN\3
1 X 3
STD. MULLION
�{ 1.00o r
125
TYP.
4.000
11
IE - 2.0374 IN\4
SE - 1.01B7 IN\3
1 X 4
STD, MULLION
6063-T6
�{ 1.000I
.375
.125
4.000
.375
Lj
Ix - 3.1878 IN\4
SE - 1.5939 01\3
1 X 4
CUSTOM MULLION
11.25o r
125
4.500
0
IE _ 4.2421 IN\4
SY - 1.8854 N\3
1-1/4 X 4-1/2
CUSTOM MULLION
Ix _ 4.8538 IN\4
SY _ 2.4269 IN\3
4 X 4
STD, MULLION
6063-TS
125
IX = 16.9059 N\4
SE 5.8353 I9\3
6 X 6
STD. MULLION
6063-T6
S = 1.4881 IN\4 S = 2-653 IN\4 IN\ S = 2.757 IN\4 S = 15.2031 N\3IN\L
II II Ll
Ss
1.4881 IN\3 SE26536 IN\3 522.7586 IN\3 Sz s 5.0677 IN\3 2 X 4 2 X 4 2 X 6 2 X 6
SID. MULLION HEAVY MULLION STD. MULLION HEAVY MULLION Ix = 17.4502 N\4 IX = 40.7080 IN\4
6063-T6 6063-T6 6063-T6 6063-T8 SY = 4.3625 IN\3 SIX= 10.1770 IN\3
t.690 2 X 8 8X8
.690STD. MULLION STD. MULLION
6063-T6 6063-T6
THESE MULLIONS CAN ONLY BE USED WITH
.125 2500 •125 Ip-2500 SIW GLAZING PRODUCTS
_F L1.5- 1.030 OPTIONAL \71111I NOTC*1M/2'
.............,gz�q"�/
OPTIONA.125 a PRODUCT REVISED \?CEN6F -';`CJ'
c plying with the Fladda
OFRIOONNH. 2000 1/2, na592
'ept i 1 -0717.02 70 YY
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AL-FAROOQ CORPORATION a
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M IAM I.DADE
i9
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DMSION
NOTICE OF ACCEPTANCE (NOA)
SIW Impact Windows, LLC
975 S. Congress Avenue, # 102
Delray Beach, FL 33445
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
wiviv.miamidad e.aov/economy
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has bee 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 d to stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AW �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 manufacture,I 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 itlis determined by Miami -Dade County Product Control
Section that this product or material fails to meet th 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 " 5-400" Outswing Alu inum Casement Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. W0944,
(L.M.I.)", sheets 1 through 6 of 6, dated 10/13/09, wftl
Corporation, signed and sealed by Javad Ahmad, P.
Revision stamp with the Notice of Acceptance numbi i
Product Control Section.
MISSILE IMPACT RATING: Large and Small A
LABELING: Each unit shall bear a permanent lab
model/series, and following statement: "Miami -Dade
noted herein.
RENEWAL of this NOA shall be considered after a
no change in the applicable building code negatively
TERMINATION of this NOA will occur after the ej
in the materials, use, and/or manufacture of the produ
of any product, for sales, advertising or any other pur
to comply with any section of this NOA shall be cause
ADVERTISEMENT: The NOA number precedec
followed by the expiration date may be displayed in
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall
distributors and shall be available for inspection at the
This NOA revises NOA# 14-0926.14 and consists of t
well as approval document mentioned above.
The submitted documentation was reviewed by Jorge 1
MIAMI-DADS COUNTY
titled "S-400 Alum. Outswing Casement Wdw.
I revision D dated 07/10/17, prepared by Al-Farooq
bearing the Miami —Dade County Product Control.
and expiration date by the Miami —Dade County
Impact Resistant
el with the manufacturer's name or logo, city, state,
County Product Control Approved", unless otherwise
renewal application has been filed and there has been
Tecting the performance of this product.
:piration date or if there has been a revision or change
r.t or process. Misuse of this NOA as an endorsement
loses shall automatically terminate this NOA. Failure
for termination and removal of NOA.
by the words Miami -Dade County, Florida, and
advertising literature. If any portion of the NOA is
provided to the user by the manufacturer or its
SIW Impact Windows, LLC:
1. EVIDENCE SUBMITTED UNDER
A. DRAWINGS
1. Manufacturer's die drawings an
2. Drawing No. W09-54, titled "►
sheets 1 through 6 of 6, dated 1
AI-Farooq Corporation, signed
B. TESTS
1. Test reports on: 1) Air Infiltratic
2) Uniform Stat
3) Water Rbsisti
4) Large Missil(
5) Cyclic Wind
6) Forced Entry
along with marked -up drawings
window, prepared by Hurricane
HETI-09-2599, HETI-09-2599:
HETI-09-2609 and HETI-09-2i
Candido F. Font, P.E.
(Submitted rrnderNOA#09-102
NOA's:
sections.
100 Alum. Outswing Casement Wdw. (L.M.I.)",
13/09, with revision B dated 08/21/14, prepared by
id sealed by Javad Ahmad, P.E.
Test, per FBC, TAS 202-94
Air Pressure Test, Loading per FBC TAS 202-94
ee Test, per FBC, TAS 202-94
mpact Test per FBC, TAS 201-94
-essure Loading per FBC, TAS 203-94
est, per FBC 2411 3.2.1, TAS 202-94
►d installation diagram of an aluminum casement
igineering and Testing, Inc., Test Reports No.
HETI-09-2601, HETI-09-2602, HETI-09-2608,
0, dated 08/15 to 26/09, signed and sealed by
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-51b
Edition (2014), dated 08/18/14, pr�,epared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami —Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. I1-0624.02 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17.
2. Notice of Acceptance No. 13-0129.�7 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16.
Jorge M. Plasencia, P.E.
Pr duct Control Unit Supervisor
NOA No. 17-0731.05,
Expiration Date: January 27, 2020
Approval Date: September 28, 2017
E-
SIW Impact Windows, LLC.
F. STATEMENTS
1. Statement letter'of conformanc
financial interest, dated August
sealed by Javad Ahmad, P.E.
2. Laboratory compliance letters f
HETI-09-2601, HETI-09-260'
issued by Hurricane Test Labor
Candido F. Font, P.E.
(Submitted under NOA#09-I0,'
G.
2.
A.
B.
OTHER
1. Notice of Acceptance No.12-022
Series "S-400" Outswing Alumin
04/26/12 and expiring on 01/27/1
complying with FBC-51" Edition (2014), and of no
, 2014, issued by Al-Farooq Corporation, signed and
Test Reports No. HETI-09-2599, HETI-09-2599B,
HETI-09 2608, BETI-09-2609 and HETI-09-2610,
ory, Inc., dated 08/15 to 26/09, signed and sealed by
NEW EVIDENCE SUBMITTED: I
DRAWINGS
1. Drawing No. W09-54, titled "S40
sheets 1 through 6 of 6, dated 10/12
Al-Farooq Corporation, signed and
TESTS
1. None.
C. CALCULATIONS
1. Anchor verification calculations and
Edition (2014) and FBC-611 Editiot
Corporation, signed and sealed by Ja
2. Glazing complies with ASTM E130
0
E.
QUALITY ASSURANCE
1. Miami Dade Department
S, issued to SIW Impact Windows, LLC for their
Casement Window — L.M.I,, approved on
Alum. Outswing Casement Wdw. (L.M.I.)",
)9, with revision D dated 07/10/17, prepared by
-aled by Javad Ahmad, P.E.
MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.14-0916.11
"SentryGlas® (Clear and White) It
2. Notice of Acceptance No.16-1117.01
"Trosifol® Ultraclear, Clear and Cc
expiring on 07/08/19.
E-2
structural analysis, complying with FBC-5th
(2017) dated 07/07/17, prepared by Al-Farooq
,ad Ahmad, P.E.
and Economic Resources (RER).
ied to Kuraray America, Inc., for their
ayer" dated 06/25/15, expiring on 07/04/18.
zd to Kuraray America, Inc., for their
PVB Glass Interlayers" dated 01/19/17,
rge M. PIasencia, P.E.
Prod t Control Unit Supervisor
NOA No.17-0731.05
Expiration Date: January 27, 2020
Approval Date: September 28, 2017
SIW impact Windows, LLC.
F. STATEMENTS
I. Statement letter of conformance to FBC-5'h Edition (2014) and FBC-61' Edition (2017)
and of no financial interest, dated 07/07/17, issued by Al-Farooq Corporation, signed
and sealed by Javad Ahmad, P.E.
G. OTHER
1. This NOA revises NOA #14-0926.14, expiring on 01/27/20.
Jorge M. Plasencia, P.E.
Pro uct Control Unit Supervisor
NOA No. 17-0731.05
Expiration Date: January 27, 2020
Approval Date: September 28, 2017
E-3
SERIES S-400
DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEET 2.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF CASEMENT/CASEMENT OR CASEMENT WITH OTHER
MIAMI-DADE COUNTY APPR'D WINDOWS USING ML1MI-DADE COUNTY
APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (BTH EDITION) FLORIDA,
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE
ANCHORS SHALL HE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE LTC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL
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