HomeMy WebLinkAboutREVISION 12-3-19OFFICE USE ONLY:
DATE FILED:
REVISION FEE:
LOCATION/SITE
ADDRESS:
0
Avtlls
ws
SGANNEA
nit
w PERMIT
EIPT
� 4OT--# ��
L.4,0 D pae
44/
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
4 0 7S t990Dqe--r APAP-oVAi-
CONTRACTOR ItRMA
STATE of FL REG./CERT.
BUSINESS NAME: A
QUALIFIERS NAME: Aj2)
ADDRESS: 133(00 '1
CITY: M4.44W t
PHONE (DAYTIME):
COAJ 57n- u 67
DO
/0 xhot 4 a - -
ST. LUCIE CO CERT.
4 L<--
9-01
- eroc>
-- I STATE: Fz- ZIP: 53176
31, 4,c� —.5 0!557 FAX:
OWNER/BUILDER INFORMAIIION:
NAME: VC.,Ou&-771XA.;' -40/
ADDRESS: 74cyo 0, frL
CITY: *VA-ml
PHONE(DAYTIME: 796-Yl�--
,41 -S 79A--1znAJ Lt-C
, Z�6*z _57,
ARCHITECT/ENGINEER INFO'
NAME:. RAO&41-L- 57-0�=i
ADDRESS: 4a JJ, 5pj1Aj-jjyA
CITY: -X
--) 4.&,y
PHONE (DAYTWff)--.
SLCCC: 9123109
Revised 0613 0/17
STATE: —Fl- ZIP:
FAX:
TION:
STATE: r-el ZIP:
q FAX:
Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit
BuildingPermit# 1q01-1057Z11 Owners N..e Lot 02 Aqcuavista
Applicant:
RECEIVED f
JAN I
ST. Lucie County, Permitting
Product
Opening Design
Pressures
Product Rated
Design Pressure
Manufacturer
Model Number
Product Approval
Number
Glass
Type
Method of Attachment
Windows casement
+52/-70 psf
+80/-80 pSf
RC Home Showcase
CM100
NOA 18-0517.07
A
1/4" ELCO ULTRACON
Mullions
+51/-65 psf
+65/-65 psf
Lawson
Clipped Tube Mull
NOA 18-0529.03
n/a
5/16" TAPCON
Fixed Glass
+52/-70 psf
+80/-80 pSf
RC Home Showcase
FX1 00
NOA 18-0517.08
A
1/4" ELCO ULTRACON
window wall systerr
-Bkmk-G4asr,
+52/-57 psf
65/-75 pSf
Eco Window System
Series 400
NOA 18-050a-M-
—G-11—
I L4" FLCO-UL-TRACON—
windows - hor slide
+52/-70 psf
+80/-80 pSf
RC Home Showcase
HR1 00
NOA 19-0326.08
A
1/4" ELCO ULTRACON
Sliding Glass Doors
+52/-70 Psf
+131/-131 pSf
RC Home Showcase
CS240
NOA 18-0214.10
9/16 HS
1/4" KWIK CON
Swing Type Doors
+52/-57 psf
+80/-80 psf
S1W
500-9
NOA 17-1115.01
n/a
1/4" ELCO ULTRACON
French Doors
+52/-70 Psf
+125/-125 Psf
RC Hone Showcase
RD45
NOA 18-0503.06
A
1/4" KWIK CON
Garage Doors
+47/-60 Psf
+56/-64 psf
DAB
HURR MSTR 824/811
NOA 15-0304.02
n/a
5/16" x 1 5/8" HEX HEAD LAG SCREW @ EA BRACKET
Hurricane Protectio n
n/a
Roof Ventilation
n/a
-1.,
FIT- F, F
Roofing Material
&I whi Ig
A
Revised 07/22/2014 f,;,.
�w
I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the
wind loads and forces specified by current code provisions.
Name: Randall Stofft Signature: seal
Design Prof -.Architect Cert. No. FL-001 1105 Date: 1/13/2020
...........
k
le7ol -05-0/
F6RM R405-2017
FLORIDA ENERGY EFFICIEN CY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and messional Regulation - Residential Performance Method
VtEcEIVED
Project Name: AQUAVISTA LOT #2
Builder Name: SION HOMES CONSTRUCTION
Street: LOT #2
Permit Office: ST. LUCIE COUNTY
City, State, Zip: FT. PIERCE, FL,
Permit Number: JAN
Owner: VENETIAN ADMINISTRATION LLC
Jurisdiction:
Design Location: FL, Fort Pierce
County: St. Lucie (Florida Climate Zone St. Lucie COUnty
1 . New construction or existing -New (From P11
ns)
9�"Wall Types (5375.5 scift.) Insulation Area
2. Single family or multiple family Single-family
a. Concrete Block - Int Insul, Exterior R=4.1* 5141.50 ft'
b. Frame - Wood, Adjacent R=1 1.0 234.00 ft'
3. Number of units, if multiple family 1
c. N/A R= ft2
4. Number of Bedrooms 4
d. N/A R= ft2
10. Ceiling Types (2350.0 sqft.) Insulation Area
5. Is this a worst case? No
a. Roof Deck (Unvented) R=20.0 2350.00 ft'
6. Conditioned floor area above grade (ft') 4929
b. N/A R= ft2
Conditioned floor area below grade (ft2) 0
c. N/A R= ft2
11. Ducts R ft2
7. Windows(1294.7 sqft.) Description Area'
a. Sup: Attic, Ret: Attic, AH: MECH 1 6 125
a. U-Factor: SgI, U=0.85 1294.7 1
0 ft2
b. Sup: Attic, Ret: Attic, AH: MECH 1 6 250
SHGC: SHGC=0.35
c. Sup: Attic, Ret: Attic, AH: MECH 2 6 125
b. U-Factor: N/A
ft2
12. Cooling systems kBtu/hr Efficiency
SHGC:
a. Central Unit 18.0 SEER:16.00
b. Central Unit 45.5 SEER:16.00
c. U-Factor: N/A
ft2
c. Central Unit 24.0 SEER:16.00
SHGC:
13. Heating systems kBtu/hr Efficiency
d. U-Factor: N/A
ft2
a. Electric Strip Heat 17.0 COP:1.00
SHGC:
b. Electric Strip Heat 34.0 COP:1.00
Area Weighted Average Overhang Depth: 7.16P
ft.
c. Electric Strip Heat 17.0 COP:1.00
Area Weighted Average SHGC: 0.350
14. Hot water systems
I
a. Electric Cap: 50 gallons
8. Floor Types (4929.0 sqft.) Insulation Area
EF: 2.000
a. Floor Over Other Space R=0.0 2324.00
ft2
b. Conservation features
b. Slab -On -Grade Edge Insulation R=0.0 1449.00
ft2
None
c. other (see details) R= 1156. 00
ft2
15. Credits CF, Pstat
Total Proposed
Modified Loads: 155.99
Glass/Floor Area: 0.263
1 PASS
Total
Baseline Loads: 157.61
I hereby certify that the plans and specifications covered
by
Review of the plans and �.s
this calculation are in compliance with the Florida Energy
specifications covered by this
Code.
calculation indicates compliance =3 :Z'
with the Florida Energy Code.
PREPARED BY: g=)��
I
Before construction is completed
DATE: 1-22-2)Q
I
this building will be inspected for
compliance with Section 553.908
I hereby certify that this building, as designed, is in corn
the Florida Energy Code.
pliance
Florida Statutes.
with
_285Z�T�
WS
OWNER/AGENT:
-
BUILDING OFFICIAL:
DATE:
DATE:
- Compliance requires certification by the air handier unit manufacturer that the, -air handier enclosure qualifies as
certified factory -sealed in accordance with R403.3112.1.
- Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an
envelope leakage test report with envelope leakageno greater than 5.00 ACH50 (R402.4.1 r2).
- Compliance with a proposed duct leakage On requi ires a Duct Leakage Test Report confirming duct IeaJcqge:tQ o
tested in accordance with ANSI/RESNETIICC 380, is not greater than 0.030 On for W"holEr-' '�-_'no
0 Py
1/22/2020 2:41 PM EnergyGauge@ USA 6.0.02 (Re�. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 9
INPUT SU
FORM R405-2017
MARY CHECKLIST REPORT
Title:
AQUAVISTA LOT #2
Building Type:
User
Owner Name:
VENETIAN ADMINISTRATIO
# of Units:
1
Builder Name:
SION HOMES CONSTRUCTI
Permit Office:
ST. LUCIE COUNTY
Jurisdiction:
Family Type:
Single-family
New/Existing:
New (From Plans)
Comment:
PROJECT
Be�rooms:
4
Conditioned Area:
4929
Tot; il Stories:
3
Wo -st Case:
No
Rotate Angle:
Cro s Ventilation:
315
No
Wh
le House Fan:
No
Address Type:
Street Address
Lot #
Block/Subdivision:
PlatBook:
Street:
LOT #2
County:
St. Lucie
City, State, Zip:
FT. PIERCE,
FL,
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 MUN� 39 90 70 75 299 62 Low
BLOCKS
Number
Name
Area Volume
1
UNIT #2
2534
27874
2
UNIT #1
1134
10206
3
UNIT #3
1261
11349
SPACES
Number
Name
Area
Volurp'e
Kitchen
Occupants
Bedrooms
Infil ID
Finished
Cooled
Heated
1
LOBBY
229
2061
No
0
1
Yes
Yes
Yes
2
MECH 1
180
1620
No
0
1
Yes
Yes
Yes
3
BONUS ROOM
604
5436
No
4
1
Yes
Yes
Yes
4
CABANA
121
1089
No
0
1
Yes
Yes
Yes
5
OPEN TO BELOW
225
2475
No
0
1
Yes
Yes
Yes
6
POWDER
55
605
No
0
1
Yes
Yes
Yes
7
MASTER BATH
160
1760
No
0
1
Yes
Yes
Yes
8
TOILET
30
330
No
0
1
Yes
Yes
Yes
9
WIC
160
1760
No
0
1
Yes
Yes
Yes
10
MASTER BEDROO
339
3729
No
0
1
1
Yes
Yes
Yes
11
GREAT ROOM
686
7546
No
0
1
Yes
Yes
Yes
12
LIBRARY
294
3234
No
0
1
Yes
Yes
Yes
13
BATH 6
90
990
No
0
1
Yes
Yes
Yes
14
UTILITY
90
990
No
0
1
Yes
Yes
Yes
15
KITCHEN
405
4455
Yes
0
1
Yes
Yes
Yes
16
BEDROOM 4
224
2016
No
1
1
1
Yes
Yes
Yes
17
BATH 3
104
936
No
0
1
Yes
Yes
Yes
18
BATH 4
82
738
No
0
1
Yes
Yes
Yes
19
BEDROOM 3
184
1656
No
1
1
1
Yes
Yes
Yes
20
BATH 2
95
855
No
0
1
Yes
Yes
Yes
1/22/2020 2:41 PM EnergyGauge@ USA 6.0.02 (Re�. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 9
FORM R405'2017 INPUT SUIVINIA�RY
CHECKLIST REPORT
SPACES
Number Name Area VolurA,
e Kitchen
Occupants
Bedrooms
Infil ID Finished
Cooled
Heated
21 BEDROOM 2 271 2439
No
1
1
1 Yes
Yes
Yes
22 LOFT 235 2115
No
2
1 Yes
Yes
Yes
23 MECH 2 66 594
No
0
1 Yes
Yes
Yes
FLOORS
V# Floor Type
Space
Perimeter Perimeter R-Value
Area
Joist R-Value
Tile
Wood
Carpet
1 Slab -On -Grade Edge Insulatio
LOBBY
19 ft
0
229 ft2
----
0
1
0
2 Slab -On -Grade Edge Insulatio
MECH 1
9 ft
0
180 ft2
----
0
1
0
3 Slab -On -Grade Edge Insulatio
BONUS ROO
M1 55 ft
0
604 ft2
----
0
1
0
4 Slab -On -Grade Edge Insulatio
CABANA
33 ft
0
121 ft2
----
0
1
0
5 Floor Over Other Space
OPEN TO BELO
----
----
225 ft2
0
0
1
0
6 Floor Over Other Space
POWDER
----
----
55 ft2
0
0
1
0
7 Floor Over Other Space
MASTER BAT
I ----
----
160 ft2
0
0
1
0
8 Floor Over Other Space
TOILET
----
----
30 ft2
0
0
1
0
9 Floor Over Other Space
WIC
----
----
160 ft2
0
0
1
0
10SIab-On-Grade Edge Insulatio
MASTERBEDRO
5.7 Tt
0
44 ft2
----
0
1
0
1 lFloor Over Other Space
MASTER BEDRO
----
----
121 ft2
0
0
1
0
12FIoor Over Other Space
MASTER BEDRO
----
----
174 ft2
0
0
1
0
13Crawlspace
GREAT ROOM
28 ft
0
456 ft2
19
0
0
1
14F]oor Over Other Space
GREAT ROOM
----
----
25 ft2
0
0
1
0
15F]oor Over Other Space
GREAT ROOM
----
----
180 ft2
0
0
1
0
16F[oor Over Other Space
GREAT ROOM
----
----
25 ft2
0
0
1
0
17Crawlspace
LIBRARY
15.2 ft
0
224 ft2
19
0
0
1
18SIab-On-Grade Edge Insulatio
LIBRARY
4.8 ft
0
70 ft2
----
0
1
0
19Crawlspace
BATH 6
3.3 ft
0
14 ft2
19
0
0
1
20SIab-On-Grade Edge Insulatio
BATH 6
17.7 ft
0
76 ft2
----
0
1
0
21Crawlspace
UTILITY
8.9 ft
0
80 ft2
19
0
0
1
22SIab-On-Grade Edge Insulatio
UTILITY
1.1 ft
0
10 ft2
----
0
1
0
23Crawlspace
KITCHEN
35.8 ft
0
382 ft2
19
0
0
1
24SIab-On-Grade Edge Insulatio
KITCHEN
2.2 ft
0
23 ft2
----
0
1
0
25FIoor Over Other Space
BEDROOM
----
----
208 ft2
0
0
1
0
1/22/2020 2:41 PM EnergyGauge@ USA 6.0.02 (Re
1) - FlaRes2017
FBC 6th Edition (2017) Compliant Software
Page 3 of 9
FORM R405*2017 INPUT SUMIVI�ARY CHECKLIST REPORT
FLOORS
# Floor Type
Space
Perimeter Perimeter R-Value
Area
Joist R-Value
Tile Wood Carpet
26FIoor Over Other Space
BEDROOM 4
----
----
16 ft2
0
0
1 0
27Slab-On-Grade Edge Insulatio
BATH 3
19.7 ft
0
64 ft2
----
0
1 0
28Floor Over Other Space
BATH 3
----
----
40 ft2
0
0
1 0
29Floor Over Other Space
BATH 4
----
----
82 ft2
0
0
1 0
30Slab-On-Grade Edge Insulatio
BEDROOM 3
1 ft
0
9 ft2
----
0
1 0
31Floor Over Other Space
BEDROOM 3
----
----
175 ft2
0
0
1 0
32SIab-On-Grade Edge Insulatio
BATH 2
5.8 ft
0
19 ft2
----
0
1 0
33Floor Over Other Space
BATH 2
----
---
12 ft2
0
0
1 0
34171oor Over Other Space
BATH 2
----
----
64 ft2
0
0
1 0
35Floor Over Other Space
BEDROOM 2
----
----
65 ft2
0
0
1 0
36Floor Over Other Space
BEDROOM
----
----
102 ft2
0
0
1 0
37Floor Over Other Space
BEDROOM 2
----
----
96 ft2
0
0
1 0
38Floor Over Other Space
BEDROOM 2
----
----
8 ft2
0
0
1 0
39Floor Over Other Space
LOFT
----
----
235 ft2
0
0
1 0
40Floor Over Other Space
MECH2
----
----
10 ft2
0
0
1 0
4 1 Floor Over Other Space
MECH2
----
----
11 ft2
0
0
1 0
42Floor Over Other Space
MECH2
----
----
45 ft2
0
0
1 0
ROOF
Roof
Gable Roof
Rad
Solar
SA Emitt
Emitt
Deck Pitch
# Type Materials
Area
Area Color
Barr
Absor.
Tested
Tested
Insul. (deg)
1 Hip
Metal Z004
I
M
U ft2 Unfinishe
N
0.5
No 0.6
No
20 18.4
ATTIC
# Type
Ventilation
Vent Ratio (11 in)
Area
RBS
IRCC
1 Full attic
Unvented
0 2452 ft2
N
N
1/22/2020 2:41 PM EnergyGauge@ USA 6.0.02 (Re�. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 9
FORM R405-2017 INPUT SUIVIMA�RY
CHECKLIST REPORT
CEILING
V#
Ceiling Type SO
ce
R-Value
Ins Type
Area
Framing Frac
Truss Type
1
Under Attic (Unvented) POW�ER
0
Blown
12 ft2
0.1
Wood
2
Under Attic (Unvented) MASTER
BATH
0
Blown
133 ft'
0.1
Wood
3
Under Attic (Unvented) TOIL�ET
0
Blown
30 ft2
0.1
Wood
4
Under Attic (Unvented) MASTER
BEDRO 0
Blown
210 ft2
0.1
Wood
5
Under Attic (Unvented) GREAT
ROOM
0
Blown
114 ft'
0.1
Wood
6
Under Attic (Unvented) LIBR
Blown
86 ft2
0.1
Wood
7
Under Attic (Unvented) BATH
6
0
Blown
go ft2
0.1
Wood
a
Under Attic (Unvented) UTILITY
0
Blown
go ft2
0.1
Wood
9
Under Attic (Unvented) KITC
EN
0
Blown
405 ft2
0.1
Wood
10
Under Attic (Unvented) BEDRC
OM 4
0
Blown
224 ft2
0.1
Wood
11
Under Attic (Unvented) BAT
-13
0
Blown
104 ft2
0.1
Wood
12
Under Attic (Unvented) BAT
14
0
Blown
82 ft2
0.1
Wood
13
Under Attic (Unvented) BEDR
OM 3
0
Blown
184 ft2
0.1
Wood
14
Under Attic (Unvented) BAT�
2
0
Blown
95 ft2
0.1
Wood
15
Under Attic (Unvented) BEDROOM
2
0
Blown
Igo ft2
0.1
Wood
16
Under Attic (Unvented) LOF
I
u
Blown
235 ft2
0.1
Wood
17
Under Attic (Unvented) MEC�
2
0
Blown
66 ft2
0.1
Wood
WALLS
nrnt
Adjacent
To WAII TVPP Space
R-Vahle
Cavity
Width
Ft In
Height
Et In
Area
Sheathing Framing Solar
R-1/able Frnrtuon Ah,,nr
Below
(' r;;rip%
1
SE=>E
Exterior Concrete Block - Int Insul LOBIBY
4.1
4
0 9
0
36.0 ft2
0
0
0.2
0
2
SW=>S
Exterior Concrete Block - Int Insul LOB
Y
4.1
13
6 10
0
135.0 ft2
0
0
0.2
0
3
NE=>N
Exterior Concrete Block - Int Insul MEC
1
4.1
8
1 10
0
80.8 ft2
0
0
0.2
0
4
SE=>E
Exterior Concrete Block - Int InsBIDNUS
ROO
4.1
36
0 9
0
324.0 ft2
0
0
0.2
0
I
5
SW=>S
Exterior Concrete Block - Int InsBIONUS
I ROO
4.1
17
1 10
0
170.8 ft2
0
0
0.2
0
6
NE=>N
Exterior Concrete Block - Int Insul CABANA
4.1
13
6 10
0
135.0 ft2
0
0
0.2
0
7
SE=>E
Exterior Concrete Block - Int Insul CABANA
4.1
9
0 9
0
81.0 ft2
0
0
0.2
0
8
NW=>W
Exterior Concrete Block - Int Insul CABANA
4.1
8
1 10
0
80.8 ft2
0
0
0.2
0
9
SE=>E
Exterior Concrete Block - Int InsOPEN T
0 BE
4.1
4
0 11
0
44.0 ft2
0
0
0.2
0
10
SW=>S
Exterior Concrete Block - Int InsGPEN TO
BE
4.1
15
0 11
0
165.0 ft2
0
0
0.2
0
11
SW=>S
Exterior Concrete Block - Int InsulPOVvuER
4.1
5
0 11
0
55.0 ft2
0
0
0.2
0
12
SE=>E
Exterior Concrete Block - Int InsWAS1 ER
bA
4.1
7
0 11
0
77.0 ft2
0
0
0.2
0
13
SW=>S
Exterior Concrete Block - Int InsWASTdR
BA
4.1
14
0 11
0
154.0 ft2
0
0
0.2
0
14
SE=>E
Exterior Concrete Block - Int Insul TO[ �ET
4.1
6
0 11
0
66.0 ft2
0
0
0.2
0
15
SE=>E
Exterior Concrete Block - Int Insul WIC
4.1
16
0 11
0
176.0 ft2
0
0
0.2
0
16
NE=>N
Exterior Concrete Block - Int InsWAS I ER
BE
4. -1
15
0 11
0
165.0 ft2
0
0
0.2
0
17
SE=>E
Exterior Concrete Block - Int InsWAS7 ER,
tit:
4.1
18
0 11
0
198.0 ft2
0
0
0.2
0
18
NW=>W
Exterior Concrete Block - Int InsNAS1 ER
tit:
4.1
11
0 11
0
121.0 ft2
0
0
0.2
0
19
NE=>N
Exterior Concrete Block - Int Ins0REA I
I KUU
4.1
33
0 11
0
363.0 ft2
0
0
0.2
0
20
NW=>W
Exterior Concrete Block - Int InsCRREA 1�1�
ROO
4.1
7
0 11
0
77.0 ft2
0
0
0.2
0
21
SE=>E
Exterior Concrete Block - Int InsuILIBR
RY
4.1
6
0 11
0
66.0 ft2
0
0
0.2
0
22
SW=>S
Exterior Concrete Block - Int InsuILIBR
RY
4.1
14
0 11
0
154.0 ft2
0
0
0.2
0
23
SW=>S
Exterior Concrete Block - Int Insul BAT
16
4.1
15
0 11
0
165.0 ft2
0
0
0.2
0
1/22/2020 2:41 PM EnergyGauge@ USA 6.0.02 (Re
1) - FlaRes2017
FBC 6th Edition (2017) Compliant
Software
Page 5 of 9
FORM R405-2017
INPUT SUMM RY CHECKLIST REPORT
WALLS
Adjacent
Cavity
Width
Height
Sheathing Framing
Solar
Below
A
Ornt To
Spa,-e
Wnll Type
Ft
In
Et
In
Area
RXghip
FrRction
Ah-,nr
Grarle%
24 NW=>W Exterior
Concrete Block - Int Insul BAT
6
0
11
0
66.0 ft2
0
0
0.2
0
25
NW=>W Exterior
Concrete Block - Int Insul UTILITY
4.1
10
0
11
0
110.0 ft2
0
0
0.2
0
26
NE=>N Exterior
Concrete Block - Int InsulKITC
15
0
11
0
165.0 ft2
0
0
0.2
0
27
NW=>W Exterior
Concrete Block - Int lnsulKITC
23
0
11
0
253.0 ft2
0
0
0.2
0
28
SW=>S Exterior
Concrete Block - Int InsEXEDIRCOM
4
4.1
11
8
10
0
116.7 ft2
0
0
0.2
0
29
NW=>W Exterior
Concrete Block - Int InsENEDROOM
4
4.1
14
5
10
0
144.2 ft2
0
0
0.2
0
30
NE=>N Exterior
Concrete Block- Int Insul BAT
3
4.1
6
4
10
0
63.3 ft2
0
0
0.2
0
31
SE=>E Exterior
Concrete Block - Int Insul BATH
3
4.1
7
0
9
0
63.0 ft2
0
0
0.2
0
32
NW=>W Exterior
Concrete Block - Int Insul BATI
16
2
10
0
161.7 ft2
0
0
0.2
0
33
NW=>W Exterior
Concrete Block - Int Insul BAT
4.1
9
0
10
0
90.0 ft2
0
0
0.2
0
34
NE=>N Exterior
Concrete Block - Int InsENEDRCOM
3
4.1
10
10
10
0
108.3 ft2
0
0
0.2
0
35
NE=>N Exterior
Concrete Block - Int Insul BAT
2
4.1
4
6
10
0
45.0 ft2
0
0
0.2
0
36
SE=>E Exterior
Concrete Block - Int Insul BATH
19
0
9
0
171.0 ft2
0
0
0.2
0
37
SW=>S Exterior
Concrete -Block - Int Insul BATH
2
4.1
4
6
10
0
45.0 ft2
0
0
0.2
0
38
NE=>N Exterior
Concrete Block - Int InsBEDRCOM
2
4.1
12
7
10
0
125.8 ft2
0
0
0.2
0
39
SW=>S Exterior
Concrete Block - Int lnsSEDRCOM
2
4.1
8
1
10
0
80.8 ft2
0
0
0.2
0
40
NE=>N Exterior
Concrete Block - Int Insul LOFT
4.1
9
0
10
0
90.0 ft2
0
0
0.2
0
41
SE=>E Exterior
Concrete Block - Int Insul MEC
2
4.1
11
0
9
0
99.0 ft2
0
0
0.2
0
42
SW=>S Exterior
Concrete Block - Int Insul MECH
2
4.1
5
5
10
0
54.2 ft2
0
0
0.2
0
43
N=>NW Garage
Frame - Wood LOBBY
11
26
9
234.0 ft2
0
0.23
0.2
0
DOORS
# Omt
Door Type Space'
Storms
U-Value
Width
Height
Area
I
Ft
In
Ft In
1 N=>NW Wood LOBB
None
.2
.1
.1
.1 ft2
WINDOWS
Orientation shown is the entered
orientation (=>) changed to As Built (rotated 315 degrees).
V/
Wall
Overhang
# Ornt ID
Frame Panes NFR
U-Factor
SHGC
Imp
Area
Depth
Separation
Int Shade
Screening
1 SW=>S 2
Metal Low-E Single Yes
0.85
0.35
N
24.0 ft'
8 ft 0 in
1 ft 4 in
None
None
2 SW=>S 2
Metal Low-E Single Yes
0.85
0.35
N
46.7 ft2
8 ft 0 in
1 ft 4 in
None
None
3 SE=>E 4
Metal Low-E Single Yes
0.85
0.35
N
28.0 ft2
2 ft 0 in
1 ft 4 in
None
None
4 SW=>S 5
Metal Low-E Single Yes
0.85
0.35
N
67.2 ft2
2 ft 0 in
1 ft 4 in
None
None
5 SE=>E 7
Metal Low-E Single Yes
0.85
0.35
N
20.7 ft'
2 ft 0 in
1 ft 4 in
None
None
6 SW=>S 10
Metal Low-E Single Yes
0.85
0.35
N
90.0 ft2
4 ft 0 in
1 ft 4 in
None
None
7 SW=>S 11
Metal Low-E Single Yes
0.85
0.35
N
12.0 ft2
2 ft 0 in
1 ft 4 in
None
None
8 SW=>S 13
Metal Low-E Single Yes
.0.85
0.35
N
30.0 ft'
2 ft 0 in
1 ft 4 in
None
None
9 SE=>E 14
Metal Low-E Single Yes
0.85
0.35
N
14.5 ft'
2 ft 0 in
1 ft 4 in
None
None
10 SE=>E 15
Metal Low-E Single Yes
0.85
0.35
N
14.5 ft2
2 ft 0 in
1 ft4in
None
None
11 NE=>N 16
Metal Low-E Single Yes
0.85
0.35
N
120.0 ft2
15 ft 0 in
I ft 4 in
None
None
12 SE=>E 17
Metal Low-E Single Yes
0.85
0.35
N
12.9 ft2
2 ft 0 in
1 ft4 in
None
None
13 NW=>W 18
Metal Low-E Single Yes
0.85
0.35
IN
12.9 ft2
2 ft 0 in
1 ft 4 in
None
None
14 NE=>N 19
Metal Low-E Single Yes
0.85
0.35
IN
200.0 ft2
8 ft 0 in
1 ft 4 in
None
None
1/22/2020 2:41 PM
EnergyGauge@) USA 6.0.02 (Rie
1) -
FlaRes2017
FBC 6th Edition (2017)
Compliant Software
Page 6 of 9
FORM R405-2017 INPUT SUMM�ARY CHECKLIST REPORT
WINDOWS
Orientation shown is the entered
orientation (=>) changed to As Built (rotated 315 degrees).
V
Wall
Overhang
#
Ornt ID Frame
Panes
NFRC
U-Factor SHGC Imp
Area Depth
Separation Int Shade
Screening
15
NW=>W 20 Metal
Low-E Single
Ye
0.85 0.35 N
60.0 ft' 15 ft 0 in
1 ft 4 in
None
None
16
SW=>S 22 Metal
Low-E Single
Yej
0.85 0.35 N
54.0 ft2 2 ft 0 in
1 ft 4 in
None
None
17
SW=>S 23 Metal
Low-E Single
YeE
0.85 0.35 N
54.0 ft2 2 ft 0 in
I ft 4 in
None
None
18
NW=>W 25 Metal
Low-E Single
Ye
0.85 0.35 N
12.9 ft' 2 ft 0 in
I ft 4 in
None
None
19
NE=>N 26 Metal
Low-E Single
Ye
0.85 0.35 N
150.0 ft' 15 ft 0 in
1 ft 4 in
None
None
20
NW=>W 27 Metal
Low-E Single
YeE
0.85 0.35 N
12.8 ft' 2 ft 0 in
1 ft 4 in
None
None
21
SW=>S 28 Metal
Low-E Single
Ye
0.85 0.35 N
38.8 ft' 2 ft 0 in
1 ft 4 in
None
None
22
NE=>N 30 Metal
Low-E Single
Yel
0.85 0.35 N
9.0 ft2 2 ft 0 in
I ft 4 in
None
None
23 NW=>W 33 Metal
Low-E Single
Yej
0.85 0.35 N
9.0 ft7 2 ft 0 in
1 ft4in
None
None
24
NE=>N 34 Metal
Low-E Single
Ye 1
1
0.85 0.35 N
64.0 ft2 6 ft 7 in
I ft 4 in
None
None
25
NE=>N 35 Metal
Low-E Single
Yes
0.85 0.35 N
12.9 ft2 2 ft 0 in
1 ft 4 in
None
None
26
SE=>E 36 Metal
Low-E Single
Yej
0.85 0.35 N
10.0 ft' 2 ft 0 in
1 ft 4 in
None
None
1
27
NE=>N 38 Metal
Low-E Single
Yes
0.85 0.35 N
25.0 ft2 2 ft 0 in
I ft 4 in
None
None
28
SW=>S 39 Metal
Low-E Single
Ye
0.85 0.35 N
25.0 ft' 2 ft 0 in
1 ft 4 in
None
None
29
NE=>N 40 Metal
Low-E Single
Ye
0.85 0.35 N
64.0 ft' 6 ft 7 in
1 ft 4 in
None
None
GARAGE
V#
Floor Area
Ceiling Area
Exposed Wall Perimeter
Avg. Wall Height
Exposed Wall Insulation
1
1232 ft2
1232 ft2
25 ft
9 ft
11
INFILTRATION
# Scope Method
SLA
CFM 50 ELA EqLA ACH
ACH 50
1 Wholehouse Proposed ACH(50) .000319
4119.1 226.13 425.27 .1875
5
HEATING SYSTEM
V
System Type
Subtype
Speed Efficiency
Capacity
Block
Ducts
I
Electric Strip Heat/
None
COP:1
17 kBtu/hr
2
sys#1
2
Electric Strip Heat/
None
COPA
34 kBtu/hr
1
sys#2
3
Electric Strip Heat/
None
COP:1
17 kBtu/hr
3
sys#3
COOLING SYSTEM
#
System Type
Subtype
Subtype EfflGiency
Capacity Air Flow SHR
Block
Ducts
1
Central Unit/
Split
Singl SEER: 16
18 kBtu/hr
cfm 0.8
2
sys#1
2
Central Unit/
Split
Singl SEER: 16
45.5 kBtu/hr
cfm 0.8
1
sys#2
3
Central Unit/
Split
Singl SEER: 16
24 kBtu/hr
cfm 0.8
3
sys#3
1/22/2020 2:41 PM EnergyGauge@ USA 6.0.02 (Re�. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 7 of 9
FORM R405-2017
INPUT SUMMARY
E;HF-CKLIST RF-PURT
HOT WATER SYSTEM
y# System Type
SubType
Location
EF Cap
Use
SetPnt
Conservation
1 Electric
Heat Pump
MECH 1
2 50 gal
60.9 gal
120 deg
None
SOL
�AR HOT WATER SYSTEM
V FSEC
Collector Storage
Cert # Company Name
System Model # Collector Model
# Area Volume
FEF
None None
ft2
DUCTS
--- Supply ----
V
---- Re
urn ---
Air
CFM 25
CFM25
HVAC #
# Location R-Value Area
Location
Area Leakage Type
Handier
TOT
OUT QN
RLF
Heat Cool
1 Attic
6 125 ft2
Attic
65 ft2 Prop. Leak Free
MECH 1
--- cfm
34.0 cfm 0.03
0.50
1 1
2 Attic
6 250 ft2
Attic
65 ft2 Prop. Leak Free
MECH 1
-- cfm
76.0 cfm 0.03
0.50
2 2
3 Attic
6 125 ft2
Attic
65 ft2 Prop. Leak Free
MECH 2
--- cfm
37.8 cfm 0.03
0.50
3 3
TEMPERATURES
Programable Thermostat: Y
Ceiling
Fans:
Cooling Jan Feb
Heat Jan Feb
H H
Mar
M
HX
Apr
Apr
I May Jun Jul
May Jun Jul
1 riJun n
Aug
A
�1
Sep
Sep
n
Oct
Oct
Nov
Nov
Dec
Dec
Vent Jan Feb
M
Apr
11 May Jul
A
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
78
Cooling (WEH) AM
78
78 78
78 78 78
78
78
78 78
7B
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
68 68 68
68
68
68 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 lbs/sq.ft.
0 ft2
Oft
0.3
LOBBY
Default(8 lbs/sq.ft.
ft2
ft
0.3
MECH 1
Default(8 lbs/sq.ft.
ft2
ft
0.3
BONUS ROOM
Default(8 lbs/sq.ft.
ft2
ft
0.3
CABANA
Default(8 lbs/sq.ft.
ft2
ft
0.3
OPEN TO BELOW
Default(8 lbs/sq.ft.
ft2
ft
0.3
POWDER
Default(8 lbs/sq.ft.
ft2
ft
0.3
MASTER BATH
Default(8 lbs/sq.ft.
ft2
ft
0.3
TOILET
Default(8 lbs/sq.ft.
ft2
ft
0.3
WIC
Default(8 lbs/sq.ft.
ft2
ft
0.3
MASTER BEDROO
Default(8 lbs/sq.ft.
ft2
ft
0.3
GREAT ROOM
Default(8 lbs/sq.ft.
ft2
ft
0.3
LIBRARY
Default(8 lbs/sq.ft.
ft2
ft
0.3
BATH 6
Default(8 lbs/sq.ft.
ft2
ft
0.3
UTILITY
1/22/2020 2:41 PM EnergyGauge@ USA 6.0.02 (Re�. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 8 of 9
F I OR-M R405-2017 INPUT SUIVIWIA�RY CHECKLIST REPORT
MASS
Mass Type
Area
Thickness
Furniture Fraction
Space
Default(8 lbs/sq.ft.
ft2
ft
0.3
KITCHEN
Default(8 lbs/sq.ft.
ftz
ft
0.3
BEDROOM 4
Default(8 lbs/sq.ft.
ft2
ft
0.3
BATH 3
Default(8 lbs/sq.ft.
ft2
ft
0.3
BATH 4
Default(8 lbs/sq.ft.
ft2
ft
0.3
BEDROOM 3
Default(8 lbs/sq.ft.
ft2
ft
0.3
BATH 2
Default(8 lbs/sq.ft.
ft2
ft
0.3
BEDROOM 2
Default(8 lbs/sq.ft.
ft2
ft
0.3
LOFT
Default(8 lbs/sq.ft.
ft2
ft
0.3
MECH 2
1/22/2020 2:41 PM
EnergyGauge@ USA 6.0.02 (Re ,
1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 9 of 9
2017 EPL DISPLAY CARD
ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD
ESTIMATED E ERGY PERFORMANCE INDEX* = 99
The lower the Energy Pe ormance Index, the more efficient the home.
1. New home or, addition
2. Single-family or multiple -family
3. No. of units (if multiple -family)
4. Number of bedrooms
5. Is this a worst case? (yes/no)
6. Conditioned floor area (sq. ft.)
7. Windows, type and area
a) U-factor:(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
1. New (From Plans) 12. Ducts, location & insulation level
a) Supply ducts R 6.0
2. Single-fami y b) Return ducts R 6.0
c) AHU location varies
3. 1
4- 13. Cooling system:
Capacity---17.5
a) Split system
SEER 16.0
No- b) Single package
SEER
c) Ground/water source
SEER/COP
4929 d) Room unit/PTAC
EER
e) Other
14. Heating system: Capacity ---- Q8.0
a) Split system heat pump HSPF
b) Single package heat pump HSPF
c) Electric resistance COP 1.0
d) Gas furnace, natural gas AFUE
e) Gas furnace, LPG AFUE
f) Other
9b. 19.0
15. Water heating system
9".
a) Electric resistance EF 2.00
b) Gas fired, natural gas EF
c) Gas fired, LPG EF
d) Solar system with tank EF
1 1 0A1.
e) Dedicated heat pump, with tank EF
1 OA2. 4.1
f) Heat recovery unit HeatRec%-
1
g) Other
1 PB1. 11.0
16. HVAC credits claimed (Performance Method)
a) Ceiling fans Yes
a. 0.0 b) Cross ventilation No
b. c) Whole house fan No
C. d) Multizone cooling credit
d. No e) Multizone heating credit
f) Programmable thermostat Yes
*Label required by Section R303.1.3 of the Flori da 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 exce I ed) in this home before final inspection. Otherwise, a new EPL
display card will be completed based on installed code compliant features.
Builder Signature: I - Date:
Address of New Home: LOT #2 1 City/FL Zip: FT. PIERCE, FL
1/22/2020 2:41:31 PM EnergyGauge@ USA 6.0.04 (Rev. 1) - FIaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
4 nol-05W
12017 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
I
Project Name: AQUAVISTA LOT #2
Builder Name: SION HOMES CONSTRUCTION
Street: LOT #2
Permit Office: ST. LUCIE COUNTY
City, State, Zip: FT. PIERCE, FL,
Permit Number:
Owner: VENETIAN ADMINISTRATION LLC
Jurisdiction:
Lu
Design Location: FL, Fort Pierce
COMPONENT
AIR BARRIER
CRITERIA
INSULATION INSTALLATION CRITERIA
General
A continuous air barrier shall be insialled in the building envelope.
The thermal envelope cont�ins a continuous air barrier.
Air -permeable insulation shall
be
requirements
exterior
Breaks or joints in the air barrier sholl be sealed.
not used as a sealing material.
Ceiling/attic
The air barrier in any dropped ceili
�ir
g/soffit shall be aligned with
The insulation in any dropped ceiling/soffit
the insulation and any gaps in the
Access openings, drop down stairs
barrier shall be sealed.
or knee wall doors to
shall be aligned with the air barrier.
unconditioned attic spaces shall be,�
sealed.
Walls
The junction of the foundation and
ill plate shall be sealed.
Cavities within corners and headers of frame walls
The junction of the top plate and the
top of exterior walls shall be
shall be insulated by completely filling the cavity
sealed.
with a material having a thermal resistance of R-3
Knee walls shall be sealed.
per inch minimum.
Exterior thermal envelope insulation for framed
walls shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights
The space between window/doorjambs
and framing, and
I
skylights and framing shall be sealed.
and doors
Rim joists
Rim joists shall include the air bamer.
Rim joists shall be insulated.
Floors
The air barrier shall be installed at
of
Floor framing cavity insulation shall be installed to
(including
insulation.
maintain permanent contact with the underside of
above -garage
subfloor decking, or floor framing cavity insulation
and cantilevered
shall be permitted to be in contact with the top side
floors)
of sheathing, or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls
Exposed earth in unvented crawl splaces
shall be covered with
Where provided instead of floor insulation, insulation
a Class I vapor retarder with oved�pping
joints taped.
shall be permanently attached to the crawlspace
Shafts, penetrations
Duct shafts, utility penetrations, and
flue shafts opening to
exterior or unconditioned space sh6II
be sealed.
Batts in narrow cavities shall be cut to fit, or narrow
Narrow cavities
cavities shall be filled by insulation that on
installation readily conforms to the available cavity
spaces.
Garage separation
Air sealing shall be provided betwi I
en the garage and conditioned spac
as.
Recessed fighting
Recessed light fixtures installed in
the building thermal envelope
Recessed light fixtures installed in the building
shall be sealed to the drywall.
thermal envelope shall be airtight and IC rated.
Plumbing and wiring
Batt insulation shall be cut neatly to fit around wiring
and plumbing in exterior walls, or insulation that on
installation readily conforms to available space shall
extend behind r)4124na and wiring,
Shower/tub
The air barrier installed at exterior walls adjacent to showers and
Exterior walls adjacent to showers and tubs shaf I
on exterior wall
I
tubs shall separate them from the showers and tubs.
be insulated.
Electrical/phone box or
The air barrier shall be installed behind electrical or communication
exterior walls
boxes or air -sealed boxes shall belinstalled.
HVAC register boots
HVAC register boots that penetrate' building thermal envelope shall
be sealed to the sub -floor or drywa'll.
Concealed
When required to be sealed, coric elaled fire sprinklers shall only be
sprinklers
sealed in a manner that is recommended by the manufacturer.
Caulking or other adhesive sealants shall not be used to fill voids
between fire snronkler cover platesl gnd walls Qr ceilings.
a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400.
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Ra �'Ili"E" Sf6tAr6iie,c ,R-A--
r A-
L
_�,gquavista- �oti.
v",
D=ADE a te"
MIN* yt ML4LrVU-DADE COUNTY
L
PRODUCT CONTROL SECTION
DEPARTMENT OF REGUL �TORY AND ECONOMIC RESOURCES (ORER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DAqSION 4Zk T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NQA�o,_ ��v www.miamidadt.g_ov/econom1
Eco Window Systems, LLC
8502 NW 80 Street AA,
Medley, FL 33166
SCOPE:
1 04
This NOA is being issued under 'he applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after ti� I e expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material telsted for quality assurance purposes. If this product or material fails to
perform in the accepted manner, th6 manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or sus I pend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material Ifails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
I
DESCRIPTION: Series "400" Aluminum Window Wall System (with window inserts) — L.M.I.
APPROVAL DOCUMENT: Dra.�,ing No. W09-42, titled "Series 400 Alum. Window Wall System
(L.M.1.)", sheets 1, 1.1, 2 thru 9, 9.1, 10, 11, 12 and 12.1 of 12, dated 08/13/09, with revision F dated
04/13/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -
Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by
the Miami -Dade County Product Co�ltrol Section.
I
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
I
LABELING: Each unit shall bear, a permanent label with the manufacturer's name or logo, city, state,
model/series, and following stateme�t: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable buildmig I ode negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product� for sales, advertising� or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NVA shalt be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA 'number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date in be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in itsentirety.
I -
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for� inspection at the job site at the request of the Building Official.
This NOA revises NOA# 17-0329.02 and consists of this page I and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Sifang Zhao, P.E.
t5 -0 � NOA No. 18-0503.03
MAMMADE COUNTYA 093 1 Expiration Date: December 20, 2022
Ivtl Ixv)e)
Approval Date: August 23,2018
Page 1
Eco Window Systems, LLC
1. EVIDENCE SUBMIT 'D REVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
"Submitted under NOA# 12-0801.02"
2. Drawing No. W09-42 titled "Series 400 Alum Window Wall System (L.M.I.)", sheets
I through 9 of 9, �da;ed 08/13/09, with revision C dated 01/13/15, prepared by Al-
Farooq Corporatio , signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. Test reports on: 1) Uniforin Static Air Pressure Test, Loading per FBC, TAS 202-94
2) 1 arge Missi e Impact Test per
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked 1up drawings and installation diagram of an aluminum window wall
system, prepared b� Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7233, dated O�/01/13, signed and sealed by Marlin D. Brinson, P.E.
"Submitted under NOA# 14-0910.07"
2. Test reports on: 1), kir Infiltration Test, per FBC, TAS 202-94
2) Vniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
along with marked-116 drawings and installation diagram of an aluminum window wall
system, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI-10-3129, dd,ed 10/18/10, signed and sealed by Candido F. Font, P.E.
"Submitted under NIOA#12-0801.02"
3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum window wall
system, prepared by, Hurricane Engineering & Testing, Inc., Test Reports No.
HETI-10-3071, BETI-10-3072, BETI-10-3073, HETI-10-3074 and BETI-10-3075,
all dated 10/18/10, 'all signed and sealed by Candido F. Font, P.E.
"Submitted under N, OA# 12-0801.02"
4. Test reports on: 1) §afety Performance Test, (class A, Sec. 5) per ANSI Z97.1-1984
CPSC 16 CFR, CH 11, Part 1201
along with marked�up drawings and installation diagram of an aluminum window
wall system, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI-1 0-3096, dat led 10/18/10, signed and sealed by Candido F. Font, P.E.
"Submitted under ]�OA# 12-0801.02"
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 18-0503.03
Expiration Date: December 20, 2022
ApprovalDate: August23,2018
E-1
Eco Window Systems, LLC
B. TESTS (CONTINUED)
5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2. 1, and TAS 202-94
along with marked -up I drawings and installation diagram of outswing alum. door and
alum. window wall sy m, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-8281. dated 06/22/16, signed and sealed by Idalmis Ortega, P.E.
"Submitted under NOAI# 17-0329.02-
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (2014) and FBC 6th Edition (2017), dated 08/02/17 and updated on 08/29/17,
prepared by Al -Far r oq Corporation, signed and sealed by Javad Ahmad, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Depa�ment of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. NOA No. 14-0916. 11 issued to Kuraray America, Inc. for their "SentryGlas@
(Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18.
2. NOA No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol(D
Ultraclear, Clear �nd Color PVB Glass Interlayers" dated 01/19/17, expiring on
07/08/19.
F. STATEMENTS I
1. Statement letter of conformance, complying with FBC 5' Edition (2014), and of no
financial interest, d ated August 25, 2014, issued by Al-Farooq'Corporation, signed and
sealed by Javad Ahinad, P.E.
2. Laboratory compliance letters for Test Reports No HETI-10-3071, HETI-10-3072,
BETI-10-3073,4TI-10-3074, HETI-10-3075, HETI-10-3096 and HETI-10-3129,
all issued by Hurricane Engineering & Testing, Inc., dated 10/18/10, and signed and
sealed by Candido Font, P.E.
3. Proposal No. 10-0233R issued by the Product Control Section, dated 07/12/10, signed
by Manuel Perez, P� I E.
4. Proposals issued by the Product Control Section, dated 01/11/13 and 01/13/15, both
signed by Jaime Gascon, P.E., Supervisor, Product Control Section.
G. OTHERS
1. NOA No. 14-0910.07, issued to Eco Window Systems, LLC for their Series "400" 6jw
,pinum
Window Wall System (with window Inserts) — L.M.I, approved on04/30/15 and�efpmn*ngr on
12/20/17.
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 18-0503.03
Expiration Date: December 20,2022
ApprovalDate. August23,2018
E-2
Eco Window Systems, LLC
2. NEW EVIDENCE SUB I TTED
A. DRAWINGS
1. Drawing No. W09,1'42, titled "Series 400 Alum Window Wall System (L.M.I.)", sheets
1, 1.1, 2 thru 9, 9.1, 10 thru 12 and 12.1 of 12, dated 08/13/09, with revision F dated 04/13/18,
-evision E dat led 08/02/17, prepared by Al-Farooq Corporation, signed and seated
with 1.
by Javad Ahmad, PI.E.
B. TESTS I
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Erge Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
4) Safety erformance Test, (class A, Sec. 5) per ANSI Z97.1
along with marke 1up drawings and installation diagram of outswing alum. door and
alum. window 1� system, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-9 72, dated 12/12/17, signed and sealed by Idahnis Ortega, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 61h
Edition (2017), da I ed 03/15/18, prepared by Al-Farooq Corporation, signed and
sealed by Javad Atad, P.E.
I
D. QUALITY ASSURANCE
1. Nfiami-Dade DepaAment of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. NOA No. 17-0808.62 issued to Kuraray America, Inc. for their "SentryGlas@
(Clear and White) � Glass Interlayers" dated 12/2 8/17, expiring on 07/04/23.
2. NOA No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol@
Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/18, expiring on
07/08/19. 1
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 6'h Edition (2017) and of no
financial interest, dated Match 15, 2018, issued by Al-Farooq Corporation, signed and
sealed by Javad.�hLad, P.E.
2. Proposal No. 17-0579 issued by the Product Control Section, dated 07/18/17, signed
by Manuel Perez, P! I E.
G. OTHERS
1. Notice of Acceptance No. 17-0329.02, issued to Eco Window Systems, LLC for their Series
"400" Aluminum Window Wall System (with window inserts) —L.M.1, approved o 10/19/17
and expiring on 12/2C /22.
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 18-0503.03
Expiration Date: December 20, 2022
E-3 ApprovalDate: August23,2018
3
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9
REINFORCING AS REQD. WINDOW WALL SYSTEM WITH WINDOW INSERT
SEE SHEETS 3 & 4 SEE SEPARATE "OA FOR WINDOW CAPACITY
/,//7R CAPACITY LOWER RATING OF WINDOW OR
WINDOW WALL SYSTEM WILL gQUTROL-_
:)PG. WIDTH
SHEET 2 N
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CORNERS I
ANCHORS TYPE A, B OR C
2. 3 OR 4 AT EACH JAMB -
SEE SHEET 5
---'MAX. MULLION SPAC NO
SEE SHEETS 3 & 4"
ANCHORS TYPE A. B OR C
k--2, 3 OR 4
AT EACH SIDE OF MULLION
SEE SHEET 5 r(PICAL ELEVATIO
THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI-DADE
COUNTY APPR'D LARGE MISSILE IMPACT RESISTANT DOORS.
LOWER DESIGN PRESSURE FROM WINDOW WALL OR DOOR APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
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 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
I t
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 SHALL MEET THE
REQUIREMENTS OF THE 2017 FLORIDA BLDG. 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 RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND 70 BE REVIEWED BY BUILDING OFFICIAL.
INSTRUCTIONS:
USE CHARTS AS FOLLOWS.
"--DOOR MULLION ANCHORS
SEE SHEETS 6 & 7
STEP 1 DLJLKMINE DESIGN WIND LOAD REQUIREMENT BASED
ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE
USING APPLICABLE ASCE 7 STANDARD.
STEP CHECK GLASS CAPACITY TABLE ON SHEET 2 FOR
GLASS TYPE, GLASS DIMENSIONS (WIDTH & HEIGHT)
AND PRESSURE CAPACITY.
THE CAPACITY SHOULD EXCEED THE DESIGN LOAD.
STEP CHECK WINDOW WALL SYSTEM CAPACITY FOR DESIRED
HEIGHT AND MULLION SPACING USING CHARTS ON
SHEETS 3 & 4.
THE CAPACITY SHOULD EXCEED THE DESIGN LOAD.
STEP USING CHARTS ON SHEET 5 SELECT ANCHOR
OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD
SPECIFIED IN STEP I ABOVE.
STEP VERIFY UNANCHORED JAMBS. IF USED AS PER SHEETS
3. 4 AND 7.
STEP THE LOWEST VALUE RESULTING FROM STEPS 2. 3
AND 4 SHALL APPLY TO ENTIRE SYSTEM.
STEP WHEN USING THIS SYSTEM WITH DOORS. THE LOWER
VALUE OF THE DESIGN PRESSURE RATING FOR THE
SYSTEM AND THE DOOR SHALL APPLY.
"i -� W �'XF i�CH 5�M � - - '
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THIS SYSTEM IS RATED FOR LARGE& SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
LARGE MISSILE I ACT
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F---.- ---m I vis ons: IES 400 ALUM WINDOW WALL SYSTEM (I-M.I.)
lropol- �vescnwion
ECO WINDOW SYSTEMS, LLC.
8 85(
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ENGINEERS & PRODUCT DEVELOPMENT
9360 SUNSET DRIVE, SUME 220
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=MIQ E 08.02.17 1�o C)W4GE THIS SHEEr 8502 NX 80th STREET
MEDLEY, FL. 33156
by, F 04.13.1i INO CiMGE THIS SHEET
TEL (305) 885-5299 FAX (305) 885-5902
FRAME HEI.-
AL—FAROOQ CORPORATI?N a
ENGINEERS & PRODUCT DEVELOPMEN
9360 SUNSET DRIIJE, SUITE 220
MIAMI, FLORIDA 33173 (C-4.N. 3638)
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0 e escri tion SERIES 400 ALUM WINDOW WALL SYSTEM (LM.I.) ALFAROOQ CORPORATION a
i i ECO WINDOW SYSTEMS, LLC. I 'N.S.N.Eur,,' & PRODUCT DEVELOPMmqT
12INIPAL FtINSION 8502 SET DRIVE, SUITE 220
C 5. �21612 F_ f
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�1- �IAII. ��jlj iI . PER RER COmmem NX 80th STREET MIAMI, FLORIDA 33173 (C.A.M. 3538)
!INO CFMOE �S �M MEDLEY FL. 33166 TEL (305) 264-8100 FAX. (305) 2��78
TEL. (305; B85-5299 FAX -
(305) 885-5909 1 f -
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SERIES 400 ALUM WINDOW WALL SYSTEM (I-M.I.) AL-FAROOQ CORPORATION
ECO WINDOW SYSTEMS, LLc. EN INEERS & PRODUCT DEVELOPMENT
G 1
9360 SUNSET DRIVE, SUITE 220
8502 N.W. 80th STREET MIAMI, FLORIDA 33173 (C-4.N. 3538)
MEDLEY, FL. .33166 TEL (305) 2G"100 FAIL (305) 2G2-6978
TEL (305) BBS-5299 FAX (305) 885-590
1BY
WOOD BUCKS
TYPICAL ANCHORS
SEE ELEV.
W TYPICAL ANCHORS METAL STRUCTURE
SEE ELEV. WOOD BUCKS AND NOT BY ECO WINDOWS
0
IL U ,,
EDGE Dll�ljr. FOR SPACING
R SPACING MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
L%t;il
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15
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0: 101 1. G.-
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INTO 2BY WOOD BUCKS OR WODD STRUCTURES
IL �
1-1/2' MIN. PENEfRATION INTO WOOD (HEAD/SILL/JAMBS)
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1-1/4- MIN. EMBED INTO CONCRETE (HM/SILL/JAMBS)
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1-7/8" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)
THRU 1BY OR 2BY BUCKS INTO CONC. OR BLOCKS
1 4 1-1/2' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
IA 1-1/4- MIN. EMBED INTO BLOCKS (JAMES)
6.
0
DIRECTLY INTO CONCRETE OR BLOCKS
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INTO METAL STRUCTURES (HEAD/SILL/JAMBS)
(3) THREADS MIN. PENETRATION BEYOND SUBSTRATE
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0
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STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
1 1 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
ANCHOR EDGE DISTANCE$
V,
METAL STRUCTURE - 1/2" MIN.
L7 . . . . . . .
4
WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm 2000 PSI MIN.
61
AN,
ALTERNATE
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TYPICAL ANCHORS
TYPICAL ANCHORS Ds'-�
-SEE ELEV. -
drawing no.
L
EDGE DIST. SEE ELEV.
METAL-/
STRUCTURE FOR SPACING 13Y
LW09-421
FOR SPACING
EDGE DIST. Mam Dade Pm&d contml
WOOD
1 BY
WOOD BUCK
MIN & Mm.
GAP
SEE CHART
BELOW
#8 X 3/4' SELF DRILLING SCREWS
UNSECURED MULLION REINFORCING AT 7-3/4- FROM ENDS
JAMB AS REOD AND 20-7/8- O.C. LM. n5A
SEE SHEETS 3 & 4 REOD., AT REINF. JAMB & MULUON
FOR CAPACITY
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SEE SHEETS 3 & 4
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FOR CAPACITY
MU. FM
HEIGHT
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GAPS FOR UNANCHORED JAMBS
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ECURED
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TYPICAL ANCHORS
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FOR SPACING
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BELOW
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1/4' DIA. BOLT AND NUT
132"
-AT 7-3/4- FROM ENDS
NOTE--
AND 20-7/8' D.C. MAX.
MAX. MOVEMENT CONSIDERED-1007 STRETCH.
PLEASE REFER TO SEALANT MANUFACTUREWS DATA AND APPLICATION
MANUAL FOR COMPATAS[UrTY OF SEALANT TO SUBSTRATE & WINDOWALL fliAll
MATERIAL/FINISH AND COMPLIANCE FOR WARRANTY.
REFER TO ACI-117-10 FOR CONSTRUCTION TOLERANCES.
ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY
ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES.
GAPS LESS THAN 1/4:- MAY BE DESIGNED 13Y ENGINEER OF RECORD BY
THE USE OF BOND BREAKER TAPE OR 15% OF GAP ALLOWED MOVEMENT.
REFER TO SHEETS 4 THRU 7 FOR SELECTION OF MUl-UON/JAMB WITH LZ
REINFORCED & UNREINFORCED FRAMES.
SEE CHART
BELOW
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SERIES 400 ALUM MNDOW WALL SYSTEM (L.M.I.)
ECO WINDOW SYSTEMS, L.L.C.
8502 NA 80th STREET
MEDLEY, FL. 33166
TEL. (305) 885-5299 FAX (305) 885-5902
(5
AL-FAROGQ CORPORATI?N a
ENGINEERS & PRODUCT DEVrLOPMEN
9360 SUNSET DRI%�E, SUITE 220
MIAMI, FLORIDA 33173 (C.A.N. 3538)
TEL C305) 264-81.00 FAX. (305) 262-6976
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ECO WTNDOW SYSTEM
MIAMI -DADE COUNTY APPROVED WINDOWS
SEE SEPARATE NOA FOR
WINDOW RATING AND DETAILS
1/4" MAX.
S RIES 400 ALUM VfINDOW WALL SYSTEM (L.M.I.) j AL-FAROOQ CORPORATION
S EMS, L.L.C.
YST LLC'
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ECO WINDOW SYST EN INEERS & PRODUCT DFVELOPMEhrr
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9360 SUNSET DRM SUITE 220
8502.�N.W. 80th STREET MIAMI, FLORIDA 33173 (C-CAV. 3538) f
MEDLEY, FL. 33166 TEL. (305) 264-8100 FAX (305) 262-6978 4c
. (.' 0 �')
TEL, (305); 885-51299 FAX (.305) .5-551.2
REINFORCING
AS REDD
SEE SHEETS 6 & 5
FOR CAPACITY
(-V,�
1/4-20 X 2" MS
AT 6" FROM ENDS
AND 12' D.C.
rl-
- - - - - - - - - - -
2
VVI'll,
MtAMI-DADE COUIbY APPROVED
I
LARGE MISSILE IMPACT RESISTANT TRANSOM
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------------- I
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----------------
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EXTERIOR
-----------------------
MtAMI-DADE COUNTY APPROVED
LARGE MISSILE IMPACT RESISTANT DCORI
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EXTERIOR
SEE SEPARATE NOA FOR DESIGN LOAD
CAPACITY OF DOORS AND DOOR ANCHORS.
LOWER VALUES FROM DOORS NOA
OR WINDOW WALL SYSTEM CAPACITY CHARTS
WILL APPLY TO ENTIRE SYSTEM.
FRODUlmumSilD
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ITEM NO.
PART NUMBER
QUANTITY
DESCRIPTION
MATERIAL
WF./SLTPPLTEFt/REMARXS
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UW-401
AS REQD.
FRAME HEAD/SILL/JAMB/MULUON
6063-T6
IA
UW-407
AS REOD.
ALT. FRAME HEAD/SIU_/JAMB/MULUON
6063-T6
-
2
UW-402
AS REOD.
SNAP -IN MATE
6063-T6
-
2A
UW-402
AS REOD.
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6063-T6
-
3
UW-404
AS REQD.
GLAZING BEAD
6063-T6
-
4
UW-408
AS REQD.
FRAME INSERT
6063-T6
-
5
UW-403
AS REOD.
SHEAR CUP, 3-3/4" LONG AT JAMB ANCHORS
6063-TS
-
5A
UW-403
AS REQD.
SHEAR CUP. FULL LENGTH
6063-T6
-
5B
UW-403
AS REQD.
SHEAR CUP, LENGTH VARIES TO COVER ANCHOR SPACINGS
6063-T6
-
6
UW-408
AS REQD.
STIFFENER INSERT
6063-TB
-
BA
-
AS REOD.
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GALV. STEEL
-
7
UW-406
AS REOD.
GLAZING GASKET
NEOPRENE
DUROMETER 5515 SHORE A
8
#12 X 1-1/4-
4/ CORNER
FRAME ASSEMBLY SCREWS
-
PH SIAS
9
-
21 LITE
SETTING BLOCKS AT 1/4 POINTS (3/16' X 1/2' X 2' LONG)
EPDM
DUROMETER 80±5 SHORE A
10
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AS REQD.
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SILICONE
FRANK LOWE
11
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S.
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SEAUNTS:
ALL FRAME JOINTS AND SEAMS SEALED WITH
SCHNEE—MOREHEAD SM5504 ACRYL—R SEAM SEALER.
PRODUCrREVISED
as �PlYiag Vvith the Florida
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08-13-og �reVisions: IES 400 ALUM NNDOW WALL SYSTEM (L.M.I.)
0 a c escn' ion
(0 v. [ECO WINDOW SYSTEMS, LLC.
8'502 NA 80th STREET
08.02.17 REV. PER RER COMMENTS MEDLEY, FL
41 F 04A3.18 NO C�(;E THS SHEEr 33166
hk. b". T
�j TEL. (305) E1155-5299 FAX (305) 885-5902
AL-FAROOQ CORPORATIONI[a
ENGINEERS & PRODUCT DEVELOPMENT
9360 SUNSET DRIVE, SUITE 220
1, N.
MfAM FLORIDA 33173 (C.A '538)
TEt- (305) 26"100 FAX (305) 262-6978 1� 11c
'ad all E. tofft Ar'
5 chitlects,.P.A.
pro al f6t Ac�46vi�ia'b 0
ot
MIAM11-
-DADE COUNTY
0 MIAW
CP
PRODUCT CONTROL SECTION
Oat -, I-
11805 SW 26 Street Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Nami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVIS19N T (786) 315-2590 F (786) 315-2599
—NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
RC Home Showcase, Inc.
2970 NW 751* Avenue
Miami, FL 3312
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to
be used in Miami Dade County and other area I s where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expirat I ion date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurar I ce purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material,�," their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade Co ro ct ontrol Section that this product or material fails to meet the
requirements of the applicable building cod .
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 "RD45" Single On I tswing Aluminum Entrance Door
APPROVAL DOCUMENT: Drawing No. 711-11, titled "Series RD45 Alum Entrance Door (L.M.I.)", sheets
Ithrough 5 of 5, prepared by AL-Farooq Corporation, dated 03/02/1 land last revised on MAR 05, 2018, signed and
sealed by Javad Ahmad, P.E., bearing the Mi�mi-Dade County Product Control Renewal stamp with the Notice of
Acceptance number and expiration date by the' Miami -Dade County Product Control Section.
AIISSILLE IMPACT RATING: Large and Small Missile Impact Resistant
Limitations:
1. See charts in sheet 1 for number of Hinge� and Locking points required per door sizes.
2. Max. 7/16" load bearing shim, except 1/4" 1 ax into steel substrate.
3. Max O.C. anchors spacing at head/sill, no�'to exceed 20".
LABELING: Each unit shall bear a permane I nt label with the manufacturees name or logo, city, state and series and
following statement: "Miami -Dade County Pr i oduct Control Approved", noted herein.
RENEWAL of this NOA shall be considere� after a renewal application has been filed and there has been no change
I
in the applicable building code negatively aff6cting the performance of this product.
TEPOUNATION of this NOA will occur aftLr the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the pro� I uct or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination anh removal of NOA.
ADVERTISEMEENT:.Tbe NOA number r eded by the words Miami -Dade County, Florida, and followed by the
. I
expiration date may be displayed in adverti ing literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA # 18-0418.07 and c7sists of this page I and evidence pages E-1, E-2 & E-3, as well as
approval document mentioned above.
The submitted documentation was reviewed hy Ishaq L Chanda, P.E.
NOA No. 19-0312.03
WMAMIOADECOUN Expiration Date: August 19, 2024
FAU0611i
Approval Date: April 18, 2019
Page I
RC Home Showcase, Inc.
1. Evidence submitted under pievious approvals
A. DRAWINGS
1. Manufacturer's die drawirigs and sections (submitted under files below)
2. Drawing No. W1 1-11, titled "Series RD45 Alum Entrance Door (L.M.I.)", sheets lthrough 5 of 5,
1
prepared by AL-Farooq Corporation, dated 03/02/1 land last revised on July 07, 2011, 2011, signed
and sealed by Javad Ahin
B. TESTS (submitted under files =.07.03 (RC Home), 413-1112.07, # 12-0410.07(RC Alum)
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Unifor M1 Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water kesistance Test, per FBC, TAS 202-94
4) Large Mssile Impact Test per FBC, TAS 201-94
5) Cyclic ind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94
along with marked -up drawings and installation diagrams of single aluminum outswing doors,
Fenestration Testing Laboratory, Inc., Test Report No. FTL-6381, dated 12/17/10, witnessed by Jorge
A. Causo, P.E., signed and sealed� dated 02/14/11 by reviewing engineer Marlin D. Brinson, P. E.
C. CALCULATIONS
1 . Anchor verification calculations and structural analysis, complying with FBC-2014, prepared
by Al—Farooq Corporation', dated 09/25/15, signed and sealed by Javad Ahmad, P. E.
1
2. Glazing complies w/ ASTME-1300-04& -09.
D. QUALITY ASSURANCE
1 . Miami Dade Building and�Neighborhood Compliance Department (BNC).
E. MATERIAL CERTIFICATION, S
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas@
I
(Clear and White) Interlayer", expiring on 07/04/18.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-2014, issued by Al—Farooq Corporation,
dated 09/21/15, signed and sea' led by Javad Ahmad, P. E.
2. Asset purchase agreement date d 10/0 1/13, between Manuhen Enterprises, LLC ("MANUHEN")
Buyer, RC Home Showcase ric. ME"), Seller and RC Aluminum, Industries, hic.(RC
ALUMINUM") Seller, signed on behalf of the respectively companies by Mr. Manuel A. Kronfle
(MANUHEN) Mr. Henry F. Lonfle ((MANUHEN), Tk& Raul Casares (RC ALUMINUM/ RC
HOME), Mr. Eusebio Paredes and Ms. Nancy Vias (RC HOME) (Submitted underprevious NOA
No..13-1112.07)
3. Statement letter dated OCT 30, 2013 issued by RC Aluminum Industries, Inc, requesting Name
change, by way of sales of Assets of ownership NOA(s) transferred to RC Home Showcase,
Signed by Raul Casares, Presiaent RC Aluminum Industries, Inc. (Submitted underprevious
NOA No. 13-1112.07) t!!iu� I k . W."—
Vhaq L Chanda, P.E.
Product Control Unit Supervisor
NOA No. 19-0312.03
Expiration Date: August 19, 2024
Approval Date: April 18, 2019
E -1
RC Home Showcase, Inc.
F. STATEMENTS (continue):
4. Department of State Certifi
company, active and organi
by N. Culligan, the Secretar
5. Department of State Certific
active and organized under
Carter, the Secretary of Statc
6. Statement of Lab complianc,
G. OTHER
1. This NOA revises NOA #
2. Evidence submitted under
ation of MANUHEN ENTERPRISES, LLC as a limited liability
ed under the laws of the State of Florida, dated 08/22/13 and signed
of State
ition of RC HOME SHOWCASE, INC. as a for profit corporation,
the laws of the State of Florida, dated 10/11/13 and signed by T.
as part of above test reports.
1007.03, expiring 08/19/2019.
approval.
A. DRAWINGS
1. Drawing No. W11-11, titled "Series RD45 Alum Entrance Door (L.M.I.)", sheets lthrough 5 of 5,
prepared by AL-Farooq Co oration, dated 03/02/1 land last revised on MAR 05,2018, signed and
sealed by Javad Ahmad, P.E �
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor verification cal,
prepared by Al—Farooq
D. QUALITY ASSURANCE
1. Miarni Dade Department of
E. MATERIAL CERTIEFICAT14
1. Notice of Acceptance No. I
(Clear and White) Interla,
F. STATEMENTS
1. Statement letter of conforr
by Al Farooq Corporation,
G. OTHER
1. This NOA revises NOA #
and structural analysis, complying with FBC 2017 (61 Edition),
ion, dated 03/05/18, signed and sealed by Javad Ahmad, P. E.
and Economic Resources (RER).
�16.11 issued to Kuraray America, Inc. for their "SentryGlasg
, expiring on 07/04/18.
to FBC 6t" Edition (2017) and of no financial interest, prepared
03/05/18, signed and sealed by Javad Ahmad, P.E.
.03, expiring 08/19/2019.
E -2
9haq L Chanda, P.E.
Product Control Unit Supervisor
NOA No. 19-0312.03
Expiration Date: August 19, 2024
Approval Date: April 18, 2019
RC Home Showcase, Inc.
3. New Evidence submitted.
A. DRAWINGS
1. Drawing No. W11-11, titled"
prepared by AL-Farooq Corp(
sealed by Javad Ahmad, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami Dade Department of
E. MATERIAL CERTIFICA'
1. None.
RD45 Alum Entrance Door (L.M.1.)", sheets lthrough 5 of 5,
, dated 03/02/1 land last revised on MAR 05, 2018, signed and
and Economic Resources (RER).
F. STATEMENTS
1. Statement letter dated March �05, 2019, issued by RC Home Showcase, signed by Roberto Perez.
1
2. Statement letter of conformance to FBC 61 Edition (2017) and of no financial interest, prepared
by Al Farooq Corporation, daied 03/05/18, signed and sealed by Javad Ahmad, P.E. (submitted
under file # 19-0312.03)
G. OTHER
1. This NOA renews NOA # 18j0418.07, expiring 08/19/2024.
Isha(f 1. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 19-0312.03
Expiration Date: August 19, 2024
Approval Date: April 18, 2019
F -3
1/4- HEAT STREN-D. GLASS
.090' Inteflayer
c4as
By Kummy America, Inc.'
\ HEAT STREN'D. GLASS
SILICONE
DOWSIL 795
0
M3
GLAZING DETA
DOOR HINGES
4' MAX.
SEE CKhRT
HEAD/SIL
OMERS
MAYL
MAL
NO, OF
FRAME
FRAME
ENGES
WMTH
HK[Gffr
PER LEAF
36*
F
F
42'
84'
P, ::::
".
-
36"
3
42"
96"
4
4
CC
36'
4
42-
108,
4
5
36"
4
42"
120"
5
�E
5
j
j
w
0
0
THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. -I
SHUTTERS ARE NOT REQUIRED.
SERIES RD4
ALUMINUM OUTSWING ENTPANCE DOO
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE (MULLED)
COMBINATIONS OF FRENCH DOOR/FRENCH DOOR OR FRENCH DOOR
WITH OTHER APPROVED DOOR TYPES IN MODULES OF TWO OR MORE
DOORS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM DOORS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION
RESISTANCE IS REQUIRED.
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 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY To TRANSFER APPUED PRODUCT LOADS
TO THE BUILDING STRUCTURF-
ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUFS 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-METAWC AND NON-COMPRESSIBLF
MATERIALS INCLUDING BUT NOT UM[TED TO STEEL/METAL SCREWS. THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODLICT. ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEAUNG 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.
SURFACE APPLIED
—FAtSE-MUNTINS
MAY BE USED
TT
MJM
FRAME
WMTR
MAX.
FRAME
EvGRr
ILO NO. OF
CMG FOUM
PER LEAF
�6"
42"
go,
4
4-
5
36'
1.
1.
96"
4
5
5
36'
42'
1.
--
105"
4
5
6
36*
42"
1. ---
114"
5
5
1
36"
120'
5
6
ING POINTS
CHART
34 �IB" "ie. th. FOA&
O'G.
AwtpjMctN0
44 3/8- WX Ev�
I EAF WIDTH I k�� �
LEAF WIDTH = FRAME WIDTH - 3.625" Ls� r
LEAF HEIGHT = FRAME HEIGHT - 2.8125' Wi 1�.wl�
M
z
0
I- Lu
-0
0
IL N
0: Eff 2
0 RA
0"
0 1. -a
0 1 Ei
Rw
-- ul .6
go! _0
z 00 _j
0 0
0
3 3
iL
0
.q
In C,4 R)
E
`o
OZLL
In -
E
OlN[T 5 POIN[T 6 PO,NTinrTi--F7
TYPICAL ELEV0ON
MAXIMUM DESIGN LOAD RATING
+ 125.0 PSF
(FOR SIZES SHOWN ABOVE OR SMALLER)
125.0 PSF
AS ALLOWED BY FBC
PRODUcrnmwED
�Ith tbl FlarW
MAR 0 5 2018
ZI
Epi.fi e-AkElIZ&
NOTE:
GLASS CAPACMES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
'0- IS E F
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05—DEC-219
TYPICAL ANCHORS
SEE ELEVATIONS
TYPICAL ANCHORS METAL
' EL T'O -1 2 UCK
SE %A NS lay WOOD BUCK 2BY WOO UCK SSTRU RE
'Y W:U
'<R
FOR S PACIN
. -
FOR ACI G EE NOTE SHEET I OR
0
STRUCTURE
RE
Eb GE DIST� PHE T
NOTE SHEET I
NOTE E
;E-E
14�
EbI11E
DIST
3 k S1 EDGE DIST
-CONC, H EDGE DIST.
o
x ]c
ELI
0 ug I
m
a m It
0 -
0 IL a g
g
V1
TMYPICAL IA�NCHORS
TYPICAL ANCHORS SEE ELEVATIONS
0
SEE ELEVATIONS FOR SPACING
FOR SPACING
0 U)
z
W
til
o z
r-
M7--------------
8' M N. ----
T Ow BOLT I I
W ! M]AMI-DADE COUNTY APPROVED
4 z 0!5
w 1.0 2
PENETRATION I CLIPPED MULLION
ISEE
WOOD BUCKS AND METAL STRUCTURES NOT BY RC HOME SHOWCASE I
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND I L--= ------
TRANSFER THEM TO THE BUILDING STRUCTURE.
-i
2
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
0
1/4" X 2-3/4" KWIK-CON 11 BY 'HIL'n' (FU-138 KSI, Fy-137 KSI)
0
0
0
o
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
TYPICAL ANCHO: S
0 ?
4
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) SEE ATION!�
EE
3: <
E�
FOR SPACING
THRU 1BY BUCKS INTO CONC. OR BLOCKS
m
0
-c
(n A- - 5
1-1/4- MIN. EMBED INTO CONCRETE (HEAD/JAMBS)
<
C3
1-1/4- MIN. EMBED INTO BLOCKS (JAMES) VRODUCT RENEW9D
�ith the FIQI(;Ul
IV
E -j
e'
0
-,pbft
DIRECTLY INTO CONCRETE OR BLOCKS
I=
w
V)
C,
X:
0
E8
1-3/4- MIN. EMBED INTO CONCRETE (HEA.D/SILL/JAMBS) Aecepig-Ce
he
Elpi.floo Dde::�2#
E
1-3/4" MIN. EMBED INTO GROUT -FILLED BLOCKS (JAMBS)
L) .2
2 �2
7
1 /4" DIA. TEKS OR SELF�DRILUING SCREW$ (GRADE 5 CRS)
INTO-MIAMI-DADE-COUN7Y-APPROVED-MULLIONS
-
- -
- -
-
OR "DUC f REVIND
INTO METAL STRUCTURES (HEAD/JAMBS)
(3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS
ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) iDmat;---
ginalt-w
I
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
P
P
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
CRITICAL EDGE DISTANCE
INTO CONCRETE AND BLOCKS = 2-1/2" MIN.
INTO WOOD sT-RUCTURE = 1" MIN.
2
2
INTO METAL STRUCTURE = 3/4- MIN.
V1
WOOD AT HEAD OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN.
C-90 HOLLOW/FiLLED BLOCK AT JAMBS fm - 2000 PSI MIN.
wl
SEALANTS: MAR 0 5 2018
ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND 2
HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH
-y WH[TE/ALUM COLORED SILICONE.
I wi 1 —11
[ST.,
TYPICAL'ANCHIORS
SEE ELEV.
T OF
WEEPHOLES:
FOR SPACING ..
...
W1 = 1/2- DIA. HOLES AT 4- FROM ENDS AND AT MIDSPAN. )NAL
zi
ERIES RD45 ALUM ENTRANCE DOOR (L.M.I.) j
AL-FAROOQ CORPORATION
Le-s i.3.5
H e Showcase, In
OT C
ENGII ERS & PRODUCT DEVELOPMENT
9360 SUNSET DRIVE, SUME 220
f
40 CHANGETHIS SHEET
MANUF. NAME REV.
115 N� 52nd Ave.
MIAMI, FLORIDA 33173 (C.A.N. 3638)
C
UPDATED 70 2014 FBC
mia i, FL. 33014
TEL (305) 26443100 FAX. (305) 262-6978
NO CHANGE THIS SHEET I
TEL. (305) 392-6214 FAX. (305) 260-13432
F COMP-ANL�
1-11RC
'i
3.750
.125
1.625 5
L
DOOR HEAD
FRAME JAMB
.5DO I r
2
.06
VERT. JAMB STOP
ri-875-
1.375
.875
.070
las
3.750
FRAME SILL
r 500
I.S40
SHEAR BLOCK
TOP RAIL
4.209
I-100
f . J
T
I * 750
L
.156—
(E6) HINGE STILE
4.209-
100
750
L
1-4,125 -------
7.
B07FOM RAJL
�875
1 2D46_
_T
) INTERIOR GLAZING BEAD
.552
1 - 062
T 875
1 246
. �l - t
VERT. EXT. GLAZING BEAD
rrEM
NUMBER
I REQD.
DESCREPTION
MATERIAL
XtNF./SUPPLIER/REMARKS
El
RD45-623
I
FRAME HEAD
6005-T5
-
E2
RD45-1624
I
FRAME SILL
6053-T6
-
F3
RM-022
2 '
FRAME JAMB
6063-TS
-
E4
R045-004
I/LEAF
TOP RAIL
6063-TB
-
E5
RD45-021
I/ LEAF
BOTTOM RAJL
6063-Ts
-
E6
R045-006
2/ LEAF
HINGE STILE
6005-T5
-
E7__
RD45-002
2-
VERTICAL JAMB STOP
6063-TS
-
ES
IRD45-010
I AS REOD.
INTERIOR GLAZING BEAD
6063-TS
-
E9
RD45-007
AS REOD.
VERTICAL EXTERIOR GLAZING BEAD
6063-Ts
-
EIO
RD45-017A
AS REOD.
LOCK STILE
6005-T5
-
Ml
W3142INK
AS REOD.
WEATHERSTRIPPING
M3
-
2.1 LITE
3/16' . 3/4" 'x 4" SEITING BLOCK. AT 6' FROM ENDS
EPDM
DUROMIETER 80±5 SHORE A
M4
RD45-M13
4/ LEAF
HANDICAP OFFSET HINGE ASSEMBLY
6005-T5
SULLIVAN & ASSOCIATES
NIS
RD45-Ml4
1
31e X 3/4- X 1/8- THK CHANNEL
ALUMINUM
AT THRESHOLD
M7
-
-
BAR REINFORCEMENT, 2' LONG
ALUMINUM
-
MR
-
-
PLATE REINFORCEMENT. 3-7/8- LONG
ALUMINUM
-
M9
-
-
PLATE REINFORCEMENT, 7-5/8- LONG
ALUMINUM
-
VI
V096A
DOOR WSTRIPPING
VINYL
-
V2
V-072
PILE WITH INTEGRAL FIN
sl
AS RE00.1
03/8'-16 X 1-1 LG. FULL THREAD HX.HD..
I PER CONER
KS2
AS REQD.j
03/8" FULL THREAD HX.HD..
1
1 PER CONER
S3
4/ HINGE!
f;l,��21XJ3/4' Lr_ PHIL -. MACH'a SCREW
ST/ST
HINGE INSTA:�L-LA�71ONN SCREWS
I
S
S4
WE .
/4 PHIL SMS.
# . X I_ - 1.
ST/ST
EM
ASSEMBLY FASTENERS
511
AS REOD.
uq
S T/ST
u 0 0 1
250
(qoL:�. r.156
--Ld 781
PI.:m .198 j , I
HANDICAP OFFSET HINGE
LOCK: (SEE LOCKING SCHEDULE SHEEr 1)
FLUSH MOUNT METALUC MULTI POINT LOCK SYSTEM BY 'HOPPE'
WITH SURFACE MOUNT LEVER TYPE HANDLE AT 36' FROM BOTTOM
KEY OPERATED ON E)(TERIOR AND THUMB TURN ON INTERIOR.
LOCK FASTENED TO LOCK STILE USING (14) 08 X 1 - FH SMS
--HANDLE FASTENED-USING-(3)- #12-28-X-1-7/8' OH -MS--- --
KEY OPERATOR FASTENED USING (1) #12-28 X 1-7/8- OH MS
PRODUCTRIENEWED
...ptyi.g ith F"ODUCCREV100
lkldlug.!�dc -�plyfagitb&�FWik
Accept. No bkfis Cft
_ff AWPI]AMNQj&I�� 07
MAR 0 5 2018
P
1% 0 0 t�. '81
0 d
0 m
ao-m 0
0 la, 20, < a
Wo, -a
z m
WOE
0 s
0,
drawing no.
Wl 1 —11
11
IP
ER
U
a
no
ate
y
escription
10.11
N m 0 C�NGE S�
=L.1--l'
NO CPANGE THIS S�
10JOlU
�Vo NME REV.
W.22.15
NO CR�GE THIS �EU
ILI
0
0
0
z
M
;a
-9-T
If -is
ERIES R045 ALUM ENTRANCE DOOR (L.M.I.)
I C Honn Showccse, Inc.
'I
16115 NW 52nd Ave.
Miami, FL. 33014
TEL (305) 392-6214 FAX. (305) 260-6432
AL-FAROOQ CO ON
ENGINEERS & PRODU.T7==.'T
9360 SUNSEr DRIVE, SWE 220
MIAMI, FLORIDA 33173 (C-A.M. 3538)
TEL (305) 264-8100 FA)L (305) 262-6978
Ra0dall E.
NOA I :Appri
MIAM
DEPARTMENT OF REGU�MLAT AND
BOARD AND CODE ADMINISTRATION
NOTICE OF ACCEPTANC
RC Home Showcase, Inc.
16115 NW 52 nd Ave
Miami, FL 33014
SCOPE:
This NOA is being issued under th
materials. The documentation submi
Product Control Section to be used i
Having Jurisdiction (AHJ).
This NOA shall not be valid after the
Section (In Miami -Dade County) and
to have this product or material tesi
perform in the accepted manner, the
immediately revoke, modify, or susp
reserves the right to revoke this acc
Section that this product or material f
This product is approved as describt
Code, including the High Velocity Hi
DESCRIPTION: Series'9111100",
;tofft Arlq_hitects, P.-A.'.
YA,:i6r: cqba i'
ate:
ECONOAHC RESOURCES (RER)
MIANH—DADE COUNTY, FLOREDA
PRODUCT CONTROL SECTION
11805 SW 26 Street Room 208
MiamL Florida 33175-2474
T(786)315-2590 F(786)315-2599.
www.miamidade.gov/build
applicable rules and regulations governing the use of construction
ed has been reviewed and accepted by Miami -Dade County RER -
Miami Dade County and other areas where allowed by the Authority
xpiration date stated below. The Miami -Dade County Product Control
or the AHJ (in areas other than Miami -Dade County) reserve the right
i for quality assurance purposes. If this product or material fails to
ianufacturer will incur the expense of such testing and the AHJ may
id the use of such product or material within their jurisdiction. RER
ptance, if it is determined by Miami -Dade County Product Control
Is to meet the requirements of the applicable building code.
herein, and has been designed to comply with the Florida Building
ricane Zone. -
Horizontal Sliding Window — L.M.I.
APPROVAL DOCUMENT: Drawihg No. W04-36, fitled "HR100 Alum. Horiz. Sliding Wdw. (L.M.I.)",
sheets 1 through 9 of 9, dated 05/04/041,, with revision L dated 05/06/19, prepared by AI-Farooq Corporation,
signed and sealed by Javad Ahmad, P,.E., bearing the Miami -Dade County Product Control Revision - stamp
with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control
Section. I
NUSSILE IMPACT RATING: Larl e and Small Missile Impact Resistant
.9
LABELING: Each unit shall beaur ' permanent label with the manufacturer's name or logo, city, state,
model/series, and following statemem: "Miami -Dade County Product Control Approved", unless otherwise-,
noted herein.
RENEWAL of this NOA shall be c
no change in the applicable building
TERMRIiAT ION of this NOA will
in the materials, use, and/ or manufa(
of any product, for sales, advertising
to comply with any section of this N(
ADVERTISEMENT: The NOA i
followed by the expiration date ma�
displayed, then it shall be done in its i
INSPECTION: A copy of this en
distributors and shall be available for
This NOA revises and renews NOA
E-2, E-3, E-4, E-5 and Green Sust,,
mentioned above.
The submitted documentation was rei
MIAMMADE COUNTY
LIMA1134111411
nsidered after a renewal application has been filed and there has been
)de negatively affecting the- performance of this product.
iccur after the expiration date or if there has been a revision or change'
&e of the product or process. Misuse of this NOA as an endorsement
:>r any other purposes shall automatically terminate this NOA. Failure
A shall be cause for termination and removal of NOA.
umber preceded by the words Mami-Dade County, Florida, and
be displayed in advertising literature. If any portion of the NOA is
re NOA shall be provided to the user by the manufacturer or its
aspection at the job site at the request of the Building Official.
io. 18-0213.04 and consists of this page 1 and evidence pages E-1,
nable Attributes (G.S.A.) page G-1, as well as approval document
ewed by Manuel Perez, P.E.
NOA No. 19-0326.08.
Expiration Date: August 05, 2024
Approval Date: June 20, 2019
Page I
RC Home Showcase, Inc.
NOTICE OF AC EPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBNHTTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drhwings and sections.
(Submitted under NOA No. 06-1130.02)
2. Drawing No. W04-36 titled "HRI 00 Alum. Horiz. Sliding Wdw. (L.M.I.)", sheets, 1
through 9 of 9, dated '65/04/04, with revision K dated 02/13/18, prepared by Al-
Farooq Corporation, s I i ed and sealed by Javad Ahmad, P.E.
B. TESTS , gn
1. Test reports on: 1) Aii Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cy�lic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2. 1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum horizontal
sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-6440, dated 021�511 1, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 11-0922.05)
2. Test reports on: 1) Aii, Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading p*er FBC, TAS 202-94
3) Wa I ter Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94 -
5) Cycl lic Wind Pressure Loading per FBC, TAS 203-94
6) For�ed . Test, per FBC 2411.3.2. 1, and TAS 202-94
along with marked -up ngs and installation diagram of an aluminum horizontal
sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report NQ.
FTL-6078, dated 12/05/09, signed and sealed.by Julio E. Gonzalez, P.E.
(Submitted under NO.4 No. 10-0426.10)
3. Test reports on: 1) Lar I ge Missile hnpact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
.along with marked-upi drawin s and installation diagram of an aluminum horizontal
1 9
slider single and doub I le window, respectively, prepared by Hurricane Engineering &
Testing, Inc., Test Reports No. BETI-03-1880, dated 12/12/03 and HETI-03-1881,
dated 03/19/04, all sig�ed and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under 1)6,4, No. 06-1130.02)
Mantiel PeVWP.E.
Product Control EWminer
NOA No. 19-0326.08
Expiration Date: August 05, 2024
Approval Date: June 20, 2019
E-1
RC Home Showcase, Inc. .
CE
B. TESTS (cowrqum)
4. Test reports on: 1) Tensile Test per AST1\4-E 8_0 I el
along with marked-u I p drawings and installation diagram of an aluminum horizontal
double sliding windaw, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. IIETI-0.4-TI19, dated 04/23/04, signed and sealed by Rafael E. Droz-
Seda, P.E.
(Submitted under NOA No. 06-1130.02)
5. Test reports on: 1) Air Inffitration Test, per FBC, TAS 202-94
2) U I 'Borm St . c Air Pressure Test, Loading per FBC, TAS 202-94
3) ater Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202-94
along with marked -up drawings and installation diagram of an outswing aluminum
casement window, p I ;epared by Hurricane Engineering & Testing, Inc., Test Report.
No. HETV-03-1362 , &ted 12/11/03, signed and sealed by Rafael E. Dro'z-Seda, P.E.
(Submitted under 1�6A No. 06-1.130.02)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying With FBC 6th
Edition (2017), dated 02/16/2018, prepared by Al-Farooq Corporation, signed and.
seale - d by Javad Ahmad, P.E.
(Submitted under N6A No. 18-0213.04)
2. Glazing complies wiih ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL. CERTIHCA IONS-
1. Notice of Ze No. 17-1114.14 issued to Kuraray. America, Inc. for their
"Trosifol@ Ultra le I ar, Clear and Color PVB Glass Interlayers" dated 01/18/18,
expiring on 07/08 i.
2. Notice of Acce le No. 17-0808.02 issued to Kuraray America, Inc. for their
"SentryGlas(g (Clear and White) Glass. Interlayers" dated 12/28/17, expni-mig on
07/04/23.
W12nuil Pe E.
Product Control xa ner.
NO A No &; t6.08
Expiration Date: August 05, 2024
Approval Date: June 20,2019
E-2
RC Home Showcase, Inc.
F
F. STATEMEENTS
1. Statement letter of
financial interest� da
sealed by Javad Ahn
(Submitted under.P
2- Laboratory complia
by Fenestration Tes
(Submitted under P
3. Laboratory complia
by Fenestration Tes
(Submitted under P
4. Laboratory complia
HETI-03-1880, dat
dated 04/23/04, all 1
sealed by Rafael E.
(Submitted under.A
G. OTHERS
1. Notice of Acceptance
Series "H11100 Alumi
01/14/16 and expiring
2. Simulation Performan
Condensation Resistai
1) NFRC 100-2004
2) NFRC 200-2004
Gain Coefficient a
3) NFRC 500-2004 -
Resistance Values'
Using computer simu
THERM 5.x, / WM,
RC Aluminum Series
with attached drawing
National Certified Tes
I through 7 of 7, dated
Steven H. Coble, NFR(
(Submitted under NO,
tformance, complying with FBC 61h Edition (2017), and of no
February 9, 2018, issued by Al-Farooq Corporation, signed and
P.E.
4 No. 18-0213.04)
- letters for Test Report No. FTL-6440, dated 02/25/11, issued
g Laboratory, Inc., signed and sealed by Marlin D. Brinson, P.E.
4 No. 1-1-0922.05)
- letters for Test Report No. FTL-6078, dated 12/05/09, issued
Laboratory, Inc., signed and sealed by Julio E. Gonzalez, P.E.
4 No. 10-0426.10)
, letters for Test Reports No. HETI-03-1362, dated 12/11/03,
12/12/03, BETI-03-1881, dated 03/19/04 and HETI-03-T119,
Led by Hurricane Engineering & Testing, Inc., all signed and
:)z-Seda, P.E.
I No. 06-1130.02)
,. 15-0416.03, issued to RC Home Showcase, Inc. for their
n Horizontal Sliding Window.— L.M.I.", approved on
08/05/19..
Solar Heat Gain Coefficient, Visible Transmittance, &
Calculation Report on:
-ocedure for Determining Fenestration Product U-Factors"
rocedure for Determining Fenestration Product Solar Heat
Visible Transmittance at Normal Incidence"
ocedure for Determining Fenestration Product Condensation
ation in accordance with NFRC: Frame and Edge Modeling:
)W 5.x NFRC Simulation Manual (Approved at test date), of a
"CM100" outswing casement aluminum prime window, along
3 and bill of materials included in Appendix A, marked -up by
ing Laboratories, Test Report No. NCTL-110-12455.*Ol, pages
11/16/09, signed by Richard A. McVicker IH, Simulator, and
'Accredited Simulator, Simulator—Iu--Responsible—Charge.
I No. 10-0426.10) -
E-3
a isaao.
Manuel Pe z, E.
Product. Contro I xam er
NOA No. IG6.',08
Expiration Date: August 05,2024
Approval Date: June 20, 2019
RC Home Showcase, Inc.
G. OTHERS (coNTPmED)
3. NFRC 102-2004 The
1) NFRC 102-2004
Transmittance of
Test report of a st
Casement Prime Wi
drawings, with appli(
in Appendix A, mar
No. NCTL-110-124!
Mitchell, Technician,
(Submitted under P
4. Recycled Content E
Name: Casement VV
Raw Material: Alun
Including letter :6
certifying that the
material, signed by I
(Submitted under P
nal Performance Test Report on:
"Test Procedure for Measuring the Steady State Thermal
enestration Systems"
ies RC Alumint un's Series "CM100" Outswing Aluminum
low with Low E and Argon, along with submittal component
Lble part numbers, manufacturing and modeling details included
ed-up by National Certified Testing Laboratories, Test Report
1-1, pages 1 through 4 of 4, dated 11/30/09, signed by Christian J.
nd Robert H. Zeiders, P.E., Vice -President Engineering & Quality
Charge.
4 No. 10-0426.1.0)
.rmination Report on:
low, CM100
Fundiciones Industriales
ruded aluminum products
,T Kronfle, Vice -President
No. 10-0426.10)
S.A. (FISA) dated .03/22/10,
contained 30% recycled scrap
Manuel Per E.
Product Control E mi er
NOA No. 19-56.108
Expiration Date: August 05, 2024
Approval Date: June 20, 2019
E-4
RC Home Showcase, Inc.
r4lafj A
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. W04-36, titled "HRI 00 Alum. Horiz. Sliding Wdw. (L.M.I.)", sheets I
through 9 of 9, dated ( 5/04/04, with revision L dated 05/06/19, prepared by Al-Farooq
Corporation, signed arld sealed by Javad Ahmad, P.E.
B. TESTS-
1. None
C. CALCULATIONS
1. None
D. QUALITY ASSURANCE
1. Nfiami-Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their
"Trosifolg Ultraclear, Clear and Color PVB Glass Interlayers" dated 0 1/18/18,
expiring on 07/08/19.
2. Notice of Acceptance No. 17-0808.02 iss ' ued to Kuraray America, Inc. for their
"SentryGlas@ (Clear and White) Glass Interlayers" dated 12/28/17, expiring on
07/04/23.
F. STATEMENTS
1. Statement letter of cVm%J.LJLL1C&"%,e, co with FBC 61' Edition (2017), dated May 8,
I . -
2019, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
G. OTBERS
I . Notice of Acceptance No. 18-0213.04, issued to RC Home Showcase, Inc.. for their
Series "HR100" Alummum . Horizontal Sliding Window — L.M.I., approved on
04/12/18 and'expiring on 08/05/19.
-7dabluz
M4F� —
M I Per F -E-
F
duct =01 , a; er
NOA No. IR.4. 108
Ex iration Date: Au
P . gust 05,2024
ApprovalDate: June20,2019
E-5
RC Home Showcase, Inc.
: EVIDENCE
GREEN SUSTAINABLE. ATTRIBUTES. (GSA
SCOPE: TIiis document is solely for �e purpose of verification of Sustainable Attributes of construction
materials. The documentation submitted has been reviewed by Miami -Dade County Product Control.
% Recycled % Recycled % Bio-based % Renewable Material
Component Name Content at at Disposal Material
Manuf.
1. Window Aluminum 30% 100% N/A N/A
IN
Test
Report#,:'
Product
Numberl
Glazing Components:
G.8:
U-FactorISHGC
G.9:
VT
CR
Base line -
Product
000
-5/32 CLR
7
240#2--S.S-D-ARQ-BRZ-l/8-090 PVB-1/8
0.65'
0.20
0.21
15
001
5/32 CLR
1240#2-SS-D ARG BRZ-1/8 090 PVB 1/8
0.65
0.20
0.21
15.-
2.
NCTL:
002
5/32 CLR
1240#2-SS-D ARG CLR-1/8 090 PVB 1/8
0.65
0.21
0.28
15
3.
.110-12456-1
F-00-3-1
5/32 CLR
1240#2-SS-D ARG GRN-1/8 090 PVB 1/8
0.65
0.20
0.19
15
4.
004
1 5/32 CLR 1240#2-SS-D
ARG GRY-1/8 090 PVB 1/8
1 0. 5
1 0.26
1 0.26
15
.
I Leeend
Abbreviations:
DescriEtion:
SS-D
Desiccant -Filled Stainless Steel Spacer
240#2
Cardinal Low E 240 @ #2 Surface Typical
ARG
90% Argon'
PVB
0.090" Poly Vinyl_Butryal- (PVB) interlayer
CLR
Clear Glass
BRZ
Brohze Tint Glass
GRN
Green Tint Glass
GRY
Gray Tint Glass
Manui01PqPez;4AE-.
n
Product Cc �tr ]Axami4er
NOA No. 9-03 .08
Expiration Date: August 05, 2024
Approval Date: June 20, 2019
G-1
(3) ANCHORS AT MID. STILE ENDS TYP.
(4) ANCHORS REDD. FOR SIZES MARKED
WITH W ON SHEET 4
78 1/2- MAX.
5' MAX.
HEAD
I
3 1/2' 13- MM.
TYP.
FALSE MUNTINS
MAY BE USED
5' MAX.
HEAD
CORNERS
CORNERS
c
E
S2
6
I r- JI
0
W
0
0
0
_j
IEM
35"
HR100 ALUM HORIZ. SLIDING WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEET 4.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING
MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWE9N.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
(3) ANCHORS AT M`rG. STILE ENDS TYP t]
mW
(4) ANCHORS REDD. FOR SIZES MARKED
119 3/8' MAX. WITH "' ON SHEET 4 1';, 0
WINDOW WIDTH
7' 13" MAX. 3 1/2.
Typ.
------ -----
FALSE MUNTINS
MAY BE USED
c
0
L
Hp
0 L,
a .3
'o
Ir V 'A
mzr
146 Z U)
sr,
Li a
uz 0
L
11 1/2-
I MAX.
14
11 1/2
M..
AT SILL
SILL
a_
AT SILL
:LOPG.
z
0
34 3/4-
26 l/..
53 1/8-
D.L. OPG.
---
D.L. CPG.
D.L. OPG.
D
39 7/8-
31 1/4-
1/,4
.4
ENT WIDTH
�4
VENT WIDTH
�H
TYPICAL
ELEVATION
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).
1 BY OR 2BY WOOD BUCKS & SUCK 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 MANUrS 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 SHALL MEET THE
REQUIREMENTS OF THE 2017 FLORIDA BLDG. 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 RECEIVING 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
I FLANGE FRAME WINDOW
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTrERS ARE NOT REQUIRED.
PRODUCTP-EVISED
w cwnplying with the Florida
Build' ing Cod
AcceptatimPI-O&
Exui.tim Date
2 .
0
0 -(C,) -, 0
M CD
3 E z
0
3: Lo
E
.70M
a
.X14,201r
30 TA OF
It,
W04-36
65 1/2- MAX
0
0
It >
�d
C
* M 1
C)
'-1: 05-04-114
(revisions:
y
eicr p Ion
UPDATED TO 2014 FBC
"v, "'R RER"
1R.,
REV. PER RER COMMENTS
K
U-Z—_
UPDATEO TO 7017 FAr
L
05.06.19
NO CHARGE �M SHEEr
NINDOW HEICK
61 1/8-
VENT HEIGHT
58 7/8"
r
0
13 7/8-1
65 1/2- MAX.
YINDOW HEIGK
61 1/8-
VENT HEIGHT
58 7/8'
0
L
Ir IT— NX- --r'
L
L 11.1 7/.-1
W�Mis
C%
u
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21-
5
z
W
zw
FO: �'-- 15 <— I
I
p
M,
z
z
HR100 AWM HORIZ. SLIDING WPW.
(L.M.I.)
AL-FARCOQ CORPORATION
RC Home Showcase,
ENGINEERS PRODUCT DEVELOPMENT
9360 SUNSET DRIVE, SUITE 220
f
115 NW 52nd Ave.
MIAMI, FLORIDA 33173 (C.A.N. 3539)
4
Miomi, FL . 33014
TEL (30r) 26"100 FA)L (306) 26ZS978
TEL. (305) 392-6214 FAX.
(— COMP-ANLW04-366
1/8- HEAT STREWD GLASS
.090' interlayer
Tr..ifol PVB
By *kuraray America. Inc.'
I/B- HEAT STREWD CLASS
SIUCONE
DOWSIL 795
M
WIN -
CLASS TYPE W
rrEM
PART f
QUANTfrY
DESCRIII
MATERIIAL
MANF./SUPPIM/R
1
RSIOD-001A
1
FRAME HEAD
6063-T6
-
2
RS100-002
1
FRAME SILL
6063-76
-
3
RS100-0078
I
FRAME JAMB VENT
6063-T6
-
4
Rsioo—ooa
I
FRAME JAMB FIXED
6053-T6
-
5
RSIDO-004
I/ VENT
FIXED RAIL
11063-T6
-
6
RSIOO--003
I/ VENT
VENT MEETING RAJL
6G63-T6
-
7
RSIOO-009
2/ VENT
TOP AND BOTTOM RAIL
GD63-T6
-
8
RSlOO-0D6
1/ VENT
JAMB STILE
6063-T6
-
9
5013Y-007
AS REQD.
GLAZING BEAD
6063-T6
-
10
RS100-005
I
SLIDE ANCHOR CUP
6063-T6
1' LONG
11
1
ANCHOR CHANNEL
6G63-T6
-
12
-
13
W31231NK
4
WEATHER STRIPPING PILE (VENT)
14
W3123INK
1
WEATHER STRIPPING PILE (MEETING PAL)
15
Q--LON
I
Q-375 X 190 WHITE
16
V-033
I
WEATHER STRIPPING GASKET
NEOPRENE
17
P-049
AS REQD.
GLAZING INSERT
RIGID PVC
MELTPOINT. DUROMEIIER 7515 SHORE A
is
V-055
1
VINYL, LAM. INSUL GLASS
PVC
DUROMETER 75*5 SHORE A
19
P-0352._
2/ VENT
HANDICAP FINGER LOCK
RIGID VINYL
6- FROM EACH END
20
21
RSlDO-MI
2/ VENT
KNURLE AXLE PIN
ST./ST.
-
22
P-01 6
2/ VENT
WHEEL RETAINER HOUSING
NYLON
-
23
RD 190�_
2/VENT
WHEEL
NYLON
-
25
#To X I'
AS REOD.
FRAME ASSY. SCREWS
St. STEEL
PH SMS
26
#10 X 3/4"
AS REQD.
vEwr Assy. SCREWS
ST. STEEL
HH SMS
27
#10 X 1-1/2-
2
SLIDE CUP FASTENERS
ST.7TT.
PH. P.H.
28
#12 X 3/4
1
SUDE CLIP FASTENER
U./ST.
FN S.M.S.
RSIOO-029
AS RMD.
FWSH ADAPTER HEAD
6063-76
-
30
R . sl�D_019
AS REQD.
FLUSH ADAPTER SILL
6063-T6
-
31
M29
RSIOD-028
AS REQD.
FLUSH ADAPTER JAMB
6063-TG
32
5DOY_OlO
AS REOD. ISNAP
COVER
6063-1-6
TEMP. CLASS
HEAT STREWD GLASS 1/4 AIR SPACE 1/4 AIR SPACE
1/8- HEAT SIREWD GLASS 1/8- HEAT SIREN'D GLASS
.090" Interlayer
SentryGlas .090" Interlayer .090' Interlayer
By 'Kuraray America. Inc.' SentryGla, SentryGlos
By 'Kura-Y America, Inc.' By 'Kurarcy America. Inc.'
1/8- HEAT STREWD GLASS 1/8- HEAT SMEN-D GLASS 1/8' HEAT STREWD GLASS
OR 5/32- HEAT STREN'D GLASS
1/4- AIR SPACE
1/8- HEAT STREWD GLASS
.090� Interlayer
Trosifol PVB
By 'kuraray America, Inc.'
1/8- HEAT STREWD GLASS
SIUCONE
DOWSIL 795
j�
0
z
ix
2 10
Of
w OURASEAL SPACER
x
uj BY 'QUANEW
GLASS TYPE 'Al'
1/8- OR 5/32- HEAT STREWD GLASS
SILICONE
I
S UCONE
SIUCONE
DOWSIL 795
DOWSIL 795
J=�
DOWSIL 795
M
(17
0
M
of
LLJ
tl�
DURASEAL SPACER
w
DURASEAL SPACER
BY 'QUANEX'
BY 'QUANEW
CLASS TYPE V
GLASS TYPE `131'
GLASS TYPE 'C'
GLAZING OPTIONS
c
z
d
L !a C
L I0 _Q 0 L
g
09
ull
CY 0 In
0 0. g
C) O�E
19 Z
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V) C-4 0
to K)
4)
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SEALANT:
E
ALL FRAME AND VENT CORNERS AND INSTALLATION
SCREWS SEALED WITH SILICONE.
8
NOTE:
5
IN ORDER TO OUAUFY FOR SMALL MISSILE IMPACT RATING
E)(TERIOR PLY OF GLASS TYPES 'Al' & '81' MUST BE TEMPERED.
2.
a
.
!i
F5
R
GLASS TYPES W AND 'B'
a
9'
84' S'
1/8" THK. GLASS CAN BE UPGRADED
UP TO 1/4" THK. CLASS
4 g
�i g g
-VISED In.
PRODUCTRE 705M
m comply-9 with the Fkdb
BuildmisCode
2& M
drowing no.
rift D te
W -36
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�dd-: 05-04-04 k— .......
no ce escription HR100 ALUM HORIZ. SLIDING WDW. (L.M.I.:
0 H 04.10.15 NO GE THIS SHEEr
RC Home Showcase, Inc.
1. RER MAIM. 16115 NW 52nd Ave.
T_I. J 12.09.15 REV. P R
ER=g_(!V�MENTS
ph;� �b UPD, I
K 0 .1 .18 Miami, FL. 33014
. M. 14 FAX (3051 260-6432
AL-FAROOQ CORPORATION a
ENGINEERS & PRODUCT DEVELOPMENT
9380 SUNSET DRFVF, SUITE 220 f
MIAMI, FLORIDA 33173 (C.A.N. 3538)
TEL (303) 26"100 FAX C306) 26243978 C
TYPI -AL ANCHORS
r
SEE ELEV. SHEET I
FOR SPACING
MAX.
1/4" MAX.
TYPICAL ANCHORS
SEE ELEV. SHEET 2
FOR SPACING
27
EXTERIOR
WINDOW WIDTH
OX LAYOU
- "Lm w-
1BY OR 2BY
WOOD BUCKS
TYPICAL ANCHORS
SEE ELEV. SHEET I
FOR SPACING
WOOD BUCKS AND METAL STRUCTURE NOT BY RC HOME SHOWCASE
C
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
1/4" DIA. KWIK-CON 11 BY 'HILTI' (FU=138 KSI, Fy-137 KSI)
1/4' DIA. ULTRACON BY 'ELCO' (F-177 KSI. Fy=155 KSI)
INTO WOOD STRUCTURES
2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)
THRU 1 BY OR 2BY BUCKS INTO CONC. OR BLOCKS
0 t 51,
0 5,
1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
'1�
Cy 0
1-3/4- MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS)
m
0 IL
DIRECTLY INTO CONCRETE OR BLOCKS
0
2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
19 03
2" MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS)
z ul
0
to
1/4" DI.A. TEKS OR SELF -DRILLING SCREWS (GRADE 5 CIRS)
41( m
INTO METAL STRUCTURES (HEAD/SILL/JAMOS)
0
(3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS
ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.)
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTEDI
#14 SIMS OR SELF -DRILLING SCREWS (GRADE 2 CRS)
INTO MiAMI-DADE COUNTY APPROVED MULLIONS
(3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS
ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) (NO SHIMS)
Z]
STEEL;- 1/8- THK. MIN. (Fy = 36 KSI MIN.) (NO SHIMS)
9: <
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
0-0
cq
c,':
tn
CRITICAL EDGE DISTANCE
INTO CONCRETE AND BLOCKS 2-1/2" MIN.
m
ui
E 3:
INTO WOOD STRUCTURE = 1" MIN.
E2
0 z
m to
INTO METAL STRUCTURE = 3/4" MIN.
0
E
WOOD AT HEAD. SILL OR JAMBS SG = 0.55 MIN.
m
Lof
CONCRETE AT HEAD, SILL OR JAMBS Vc - 30DO PSI MIN.
C-90 GROUT FILLED BLOCK AT JAMBS fm - 2000 PSI MIN.
r-)r7-T-T7-F
TYPICAL ANCHORS
SEE ELEV. SHEET 2
FOR SPACING
pItODUCr REVISISD
cw*yiRg wisb the Florida
Building Code
62
I
Acceptance
Dade Product Comr?),
.70592
y 14 2010
y
STA OF -
IDRI
........
rd,..ing no.
W04-36
r
0
:E
0
MIX
0
W
,=T
X0
i4co
E-
01 z
--------- _71
-77 -7
z 0
0
N�
F
ion
�HR100 ALUM HORT SLIDING WOW
I . (L.M.U.)
AL-FAROOQ CORPORATION
TO 2014 MC
RC Home Showcase, In'c.
'IS
ENGINEERS & PRODUCT DEVELOPMENT
9360 DRIVE, SUITE 220
f
RER COMMENTS
RER COMMENTS
161 15 NW 52nd Ave.
IBUNSET
MIAM , FLORIDA 33173 (C.A.N. 3538)
TO 2017 FBC
Miami, FL. 33014
TEL C305) 28443100 FAX (306) 262-6978
.E MIS SHEEr
TEL. (305) 392-6214 FAX. (305)
14
FRAME HEAD (�) JAMB STILE
2.7 0 375 2.500
062
TYR
750 1.435_
I I
2.091
150 2.. 88 L
062 1.750
TYR MEETING RAIL
2.875-
FRAME SILL
I
.808
— --T
T H 1.1 25
.750 .078
VENT TOP/BOTTOM RAIL
(3) FRAME JAMB VENT
(�) FIXED MTG. RAIL
062
Typ.
40 2.8
Ll 15
L � 750
1.750.��
n4 FRAME JAMB FIXED
[-2.792--7
12J0
-.62
.490 .062
IL 0
3 C,
GLAZING BEAD FLUSH ADAPTER HEAD 0
IL
—2.687 0:
*1 ---1 c
.093
10 .598
.445
.078
.135
3.710
VENT LATCH FLUSH ADAPTER SILL
r--r.5DO
1,660 r
ol
1.014 0 2.792 7 10-30-
zi
L1.660-j
L
0
SLIDE ANCHOR CUP V) A y
Lo ro
FLUSH ADAPTER JAMBS E3: L
0
.125 1.025 E a
W-m 12
.750
T �-1.250-�
.500 50
ANCHOR CHANNEL SNAP COVER
.304 0
.080 469
M2
L95B J
GLAZING INSERT
c w �2 ATE
Pvc �2 a
@ I . I
o.70592 2
ode 6
Wag C—
Ac n-,j
. . WID 14,2019W,
OF drawing n..
...... —36
W04
undke pvr
M
-7 q%
C% N
...........
i �
"1" 112'
by'. TARK)
chk. by,
I
18
0
M
z
M
M
V)
Me!
-n
0
a
W."Ill
�HRIIJO AL M HORIZ. SLIDING WDW. (L.M.I.) AL-FARCOQ CORPORATION
ENGINEERS & PRODUCT DEVELOPMENT
RC Home Showcase, InIc. 9360 sUNSEr DRIVE, SUITE 220
16115 NW 52nd Ave. MIAM . FLORIDA 33173 (CA.M. 3538)
Miami, FL. 33014 1 TEL (30S) 26449100 FAX (305) 262-6978
TEL. (305) 392-6214 1 ) 290-6419 � I 1-1--l—A
:i,Randall
MOA A
MIAMI-
MINN
DEPARTMENT OF REGULATORY AN]
Stofft� Architects, P,.A..
fo . r A'60avis-616t 'o�,
d at
e.
ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOi
RC Home Showcase, Inc.
16115 NW 52"d Ave
Miami, FL 33014
MIAMI—DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/economy
SCOPE:
This NOA is being issued under th�e applicable rules and regulations governing the use of construction
I
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-
Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the� expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or susl end the use of such product or material within their jurisdiction. RER
reserves the right to revoke this ac�,!eptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as describ led herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRI-PTION: Series "FX100" Aluminum Fixed Window — L.M.I.
APPROVAL DOCUMENT: Dra7'ing No. W04-44 titled 'TXIOO Aluminum Fixed Window (L.M.I.)",
sheets 1, 2, 2.1, 3 through 7 of 7, dated 05/29/04, with revision L dated 02/27/19, prepared by Al-Farooq
Corporation, signed and scaled by I avad Ahmad, P.E., bearing the Miami -Dade County Product Control
Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County
Product Control Seciion.
NUSSILE IMPACT RATING: irge an mall Missile Impact Resistant
LABELING: Each unit shall bear� a permanent label with the manufacturer's name or logo, city, state, .
model/ series, and following statement- "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building ode negatively affecting the performance of this product.
TERMINATION of this NOA will� occur after the expiration date or if there has been a revision or change
in the materials, use, and/ or manufd I cture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA �number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its I entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NO,� No. 18-0213.05 and consists of this page I and evidence pages E-1, E-
2, E-3, E-4 and Green Sustainable Altributes (G. S.A.) page G-1, as well as approval document mentioned
above. I
The submitted documentation was viewed by Sifang Zhao, P.E.
NOA No. 18-0517.08
MIAWDADE COUNTY= 2. Expiration Date: August 19,2024
Approval Date: May 02,2019
Page I
RC Home Showcase, Inc.
1. EVIDENCE SUBMITTED'UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NQA's No. 12-0 713.09, 10-0426.0 7 and 05-0815. 01)
2. Drawing No. W04-44 titled "FX100 Aluminum Fixed Window (L.M.I.)", sheets I
through 7 of 7, dated 105/29/04, with revision K dated 02/23/18, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. Test reports on: 1) Al I r Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) W�ter Resistance Test, per FBC, TAS 202-94
4) La I rge Missile Impact Test per FBC, TAS 201-94
5) C�,clic Wind Pressure Loading per FBC, TAS 203-94
along with marked-�ip drawings and installation diagram of an aluminum fixed
window, prepared by �f enestration Testing Laboratory, Inc., Test Report No.
FTL-6449, dated 2/29/12, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 12-0713.09)
2. 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) W later Resistance Test, per FBC, TAS 202-94
4) Lar1ge Missile Impact Test per FBC, TAS 201-94
5) Cylclic Wind Pressure Loading per FBC, TAS 203-94
..6) Kifietic Energy Drop Load Test (400 Ft. Lb.), per ANSI Z97.1
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-6043, dated 1 0/�2/09, signed and sealed by Julio E. Gonzalez, P.E.
(Submitted under N6A No. 10-0426.07)
3. Test reports on: 1) Lar1ge Missile Impact Test per FBC, TAS 201-94
2) Cy�lic Wind Pressure Loading per FBC, TAS 203-94
..3) K�etic Energy Drop Load Test (400 Ft. Lb.), per ANSI Z97.1
along with marked-�p drawings and installation diagram of an aluminum fixed
window, prepared by enestration Testing Laboratory, Inc., Test Report No.
FTL-5866, dated 10/69/09, signed and sealed by Michael R. Wenzel, P.E.
(Submitted under NOA No. 10-0426.07)
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 18-0517.08
Expiration Date: August 19, 2024
Approval Date: May 02,2019
E-1
RC Home Showcase, Inc.
B. TESTS (CONTMED)
4. Test reports on: 1)
2)
along with marke
window, prepared'
FTL-4290 dated (
sealed by Edmundo
5. Test reports on: 1)
2)
3)
4)
5)
along with marke
window, prepared'
FTL-4293, dated
Edmundo J. Laraa(
C. CALCULATIONS
1. Anchor verificati
Edition (2017),
sealed by Javad A.
2. Glazing complies
D. QUALITY ASSURAN(
I. Miami -Dade Dea
xge Missile Impact Test per FBC, TAS 201-94
rclic Wind Pressure Loading per FBC, TAS 203-94
up drawings and installation diagram of an aluminum fixed
Fenestration Testing Laboratory, Inc., Test Reports No.
16/04, FTL-4294 and FTL-4296 dated 10/08/04, all signed and
Largaespada, P.E. (Submitted under NOA No. 05-0815. 01)
r Infiltration Test, per FBC, TAS 202-94
liform Static Air Pressure Test, Loading per FBC, TAS 202-94
ater Resistance Test, per FBC, TAS 202-94
xge Missile Impact Test per FBC, TAS 201-94
rclic Wind Pressure Loading per FBC, TAS 203-94
up drawings and installation diagram of an aluminum fixed
Fenestration Testing Laboratory, Inc., Test Reports No.
108/04 and FTL-4295, dated 10/08/04, all signed and sealed by
�ada, P.E. (Submitted under NOA No. 05-0815. 0-1)
calculations and structural analysis, complying with FBC 61h
d 02/15/2018, prepared by Al-Farooq Corporation, signed and
ad, P.E.
ASTM E1300-09
of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFIC,�TIONS
1. NOA No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol@
Ultraclear, Clear a0 Color PVB Glass Interlayers", expiring on 07/08/19.
2. NOA No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas@
I
(Clear and M%ite) Glass Interlayers" dated 12/28/17, expiring on 07/04/23.
F. STATEMENTS
1. Statement letter of 4
financial interest, cl
sealed by Javad Ah
2. Laboratory compli
by Fenestration T(
(Submitted under
3. Laboratory compl'.
by Fenestration Tc
(Submitted under
ormance, complying with FBC 6th Edition (2017), and of no
February 15, 2018, issued by Al-Farooq Corporation, signed and
, RE
e letters for Test Report No. FTL-6449, dated 2/29/12, issued
g Laboratory, Inc., signed and sealed by Marlin D. Brinson, P.E.
A No. 12-0713.09)
e letters for Test Report No. FTL-6043, dated 10/22/09, issued
g Laboratory, Inc., signed and sealed by Julio E. Gonzalez, P.E.
4 No. 10-0426.07) K�--o
0ifang Zhao, P.E.
Product Control Examiner
NOA No. 18-0517.08
Expiration Date: August 19, 2024
Approval Date: May 02,2019
E-2
RC Home Showcase, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (coNTiNuED�
1
4. Laboratory compliance letters for Test Report No. FTL-5866, dated 10/09/09, issued
by Fenestration Testin1g Laboratory, Inc., signed and sealed by Michael R. Wenzel,
P.E. (Submitted underprevious NOA No. 10-0426.07)
5. Laboratory compliance letters for Test Reports No. FTL-4290 dated 08/16/04, FTL-
4293, FTL-4294, FT�4295 and FTL-4296 dated 10/08/04, all issued by Fenestration
Testing Laboratory, IfIc., all signed and sealed by Edmundo J. Largaespada, P.E.
(Submitted under NOA No. 05-08-15. 01)
G. OTHERS
1. NOA No. 15-0512.2 4�, issued to RC Home Showcase, Inc. for their Series "FX 100"
Aluminum Fixed Window - L.M.I., approved on 01/14/16 and expiring on 10/19/19.
2. Simulation Perfonnance, Solar Heat Gain Coefficient, Visible Transmittance, &
Condensation ResistELce Calculation Report on:
1) NFRC 100-2004 "Procedure for Determining Fenestration Product U-Factors"
2) NFRC 200-2004 "Procedure for Determining Fenestration Product Solar Heat
Gain Coefficient, aid Visible Transmittance at Normal Incidence"
3) NFRC 500-2004 �"Procedure for Determining Fenestration Product Condensation
Resistance Values"
Using computer simulation in accordance with NFRC: Frame and Edge Modeling:
THERM 5.x, / WINDOW 5.x NFRC Simulation Manual (Approved at test date), of a
RC Aluminum Series I "CM100" outswing casement aluminum prime window, along
with attached drawings and bill of materials included in Appendix A, marked -up by
National Certified Testing Laboratories, Test Report No. NCTL-110-12451.01, pages
01 through 07 of 07, aated 11/13/09, signed by Richard A. McVicker III, Simulator, and
Steven H. Coble, NFRC Accredited Simulator, Si-inulator-In-Responsible-Charge.
3. NFRC 102-2004 Thermal Performance Test Report on:
1) NFRC 102-2004 � "Test Procedure for Measuring the Steady State Thermal
Transmittance of Fenestration Systems"
Test report of a series RC Aluminum's Series "CM100" Outswing Aluminum
Casement Prime Win�ow with Low E and Argon, along with submittal component
drawings, with applic 'able part numbers, manufacturing and modeling details included
in Appendix A, mar�ed-up by National Certified Testing Laboratories, Test Report
No. NCTL-110-12450-1, pages 1 through 4 of 4, dated 11/30/09, signed by Christian J.
Mitchell, Technician, and Robert H. Zeiders, P.E., Vice -President Engineering & Quality
Person -In -Responsible �Charge.
4. Recycled Content Detbrmination Report on: Name: Casement Window, CM100; Raw
Material: Aluminum. Including letter from Fundiciones Industriales S.A. (FISA)
dated 03/22/10, certifying that the extruded aluminum products contained 30%
recycled scrap materia signed by Henry Kronfle, Vice -President.
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 18-0517.08
Expiration Date: August 19, 2024
E-3 Approval Date: May 02,2019
RC Home Showcase, Inc.
2. NEW EVIDENCE SUBM
A. DRAWINGS
1. Drawing No. W04-4
2.1, 3 through 7 of 7
Farooq Corporation,
B. TESTS
1. None
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami -Dade DeDart
E. MATERIAL CERTIFIC,
1. NOA No. 17-1114.
Ultraclear, Clear i
07/08/19.
2. NOA No. 17-0808.
(Clear and White)
F. STATEMENTS
1. None.
G. OTHERS
1. NOA No. 18-021.'
Aluminwn Fixed
10/19/19.
4 titled "FX 100 Aluminum Fixed Window (L.M.I.)", sheets 1, 2,
dated 05/29/04, with revision L dated 02/27/19, prepared by Al -
signed and sealed by Javad Ahmad, P.E.
of Regulatory and Economic Resources (RER)
TIONS
4 issued to Kuraray America, Inc. for their "Trosifol@
kd Color PVB Glass Interlayers" dated 0 1/18/18, expiring on
issued to Kuraray America, Inc. for their "SentryGlas@
lass Interlayers" dated 12/28/17, expiring on 07/04/23.
issued to RC Home Showcase, Inc. for their Series 'TX100"
Ldow - L.M.I., approved on 03/22/2018 and expiring on
E-4
r"--ca -
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 18-0517.08
Expiration Date: August 19, 2024
Approval Date: May 02,2019
RC Home Showcase, Inc.
GREEN SUSTAINABLE ATI
SCOPE: This document is solely fbr�the purpose of verification of Sustainable Attributes of construction
materials. The documentation submitted has been reviewed by Miami -Dade County Product Control.
Component Name
% Recycled
% Rec led
at Disposal
% Bio-based
Material
% Renewable Material
Content at
ManuL
1. Window Aluminum
30%
100%
N/A
N/A
NNW NO"'
d?X-RM-3044-1 -W-1- M-A.-MIN-W., s P"
-10-440- akiffi--�
KAS
N&
-j�, �ER* a
ow—mm"'s
-rm
G.8:
1D#
Test
Product
Glazing Components:
U-
G.9:
VT
CR
Report#:
Number
SHGC
Factor
Base line
CLR
0.23
Product
000
5/32
-1
2402-SS-D-ARG-BRZ-1/8-090 PVB-1/8
0.48
0.24
16
001
1 5/32 CLR 124092-SS-D
ARG BRZ-1/8 090 PVB 1/8
0.48
0.23
0.24
16
2 -
NCTL
002
5/32 CLR 1240#2-SS-D
ARG CLR-1/8 090 PVB'1/8
0.48
0.24
0.33
16
3.
110-12452-1
003
5132 CLR 1240#2-SS-D
ARG GRN-1/8 090PVB 1/8
0.48
0.23
0.22
16
41
004
5/32 CLR 1240#2-SS-D
ARG GRY-1/8 090 PVB 1/8
0.48
0.23
1 0.31
1 16 _j
Component Name
_Le
y,end
Abbreviations:
Description:
SS-D
Desiccant -Filled Stainless Steel Spacer
240#2
Cardinal Low E 240 @ #2 Surface Typical
ARG
90% Argon
PVB
0.090" Poly Vinyl Butry (PVB) interlayer
CLR
Clear Glass
BRZ
Bronze Tint Glass
GRN
Green Tint Glass
GRY
Gray Tint Glass
C-Value
1 1. Whole Window 1 0.95 1
G - I
6>:�>
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 18-0517.08
Expiration Date: August 19, 2024
Approval Date: May 02,2019
_r�L� . _rx_�
1 0 1 F[,,
z
j
,V,A,NDOW VADTH WINDOW WIDTH WINDOW 'I"-
Bi 0,L L
WINDOW WIDTH WINDOW WIDT WINDOW WIDTH
z E�
ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE
VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS
SHOWN IN DOTTED LINES AND OBTANING ALLOWABLE LOADS FROM THOSE SHAPES.
60" MAX.
55
D—L.
X
18" MAX.
FX100 ALUMINUM FIXED WINDOWS
DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEET 2.1.
FALSE MUNTINS
(SURFACE APPLIED)
MAY BE USED
TYPICAL ELEVATIO
TESTED UNITS
ALSO COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER
MIAMI-DADE COUNTY APPR'D WINDOWS USING MIAMI-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 2017 (6TH EDITION) FLORIDA BUILDING CODE
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
1 BY 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 BE CORROSION RESISTANT. SPACED AS SHOWN ON DETALS
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 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
R A SITE SPECIFIC PROJECT. i.e. LIFE SAFETY OF THIS PRODUCT. ADEQUACY
OF STRUCTURE RECEIVING 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
60 1/4- MAX.
56 1
THIS PRODUCT WITH GLASS TYPES 'C'. V & 'E'
COMPLIES WITH REQUIREMENTS OF ANSI Z97.1.
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100 ALUMINUM FIXED WINDOW (L.M.I.)
C H ome Showcase, Inc.
AL-FARGOQ CORPORATION
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EN INEERS & PRODUCT DEVELOPMENT
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STRUCTURE
100 -ALUMINUM FIXED WINDOW (L.M.I.)
AL CORPORATION
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RC Home Showcase, Inc.
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16115 NW 52nd Ave.
MIAMI, FLORIDA 33173 (C.A.N. 3538)
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Miami, FL. 33014
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ENGINEERS & PRODUCT DEVELOPMENT
RC Home Showcase, Inc. 9360 SUNSET DRFVE, SUFTE 220
1611 NW 52nd Av� MIAMI. FLORIDA 33173 (C.A.N. 3538) f
onni. FL. 33014 TEL. (305) 26"100 FAX. (305) 262-6978 C
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SNAP COVER (LAM. GLASS) ISNAP COVER
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ITEM NO.
PART #
QUANTITY
DESCRIPTION
MATERIAL
MANF./SUPPLIER/REMARKS
I
CM 100-007
AS REOD.
FRAME JAMB/SILL
6063-TB
FOR FIXED WINDOW
2
CM100-012
AS REOD.
JAMB/SILL ANCHOR CUP
6063-T6
-
3
CM100-015
AS -REOD.
FRAME HEAD/SILL/JAMB
6063-T6
-
4
CM100-016
4/ WOW
GLAZING BEAD (LAM. GLASS)
6063-T6
-
4A
CM100-017
4/ WDW
GLAZING BEAD (LAM. INS. GLASS)
6063-T6
-
4B
CM100-029
4/ WOW
GLAZING BEAD (LAM. GLASS)
6063-TS
FOR CIRCULAR FRAME
4AB
CM100-028
4/ WOW
GLAZING BEAD (LAM. INS. GLASS)
6063-T6
FOR CIRCULAR FRAME
5
CM100-018
4/ WOW
SNAP COVER (LAM. CLASS)
6063-T6
-
5A
CMIOG-019
4/ WDW
SNAP COVER (LAM. INSUL GLASS)
6063-T6
-
6
CMICO-031
AS REDD.
CORNER LOCK
6063-T6
-
7
V-059
AS REOD.
VINYL FOR 5/16- LAM. & INSUL LAM. CLASS
PVC
-
.
VINYL FOR 7/16" LAM.
-
8
AS REDD.
3/16- X 3/8' X 4- I.G. SETTING BLOCK
EPDMI
DUROMETER 80±5 SHORE A
9
AS REOD.
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5/16" X 1/2" SINGLE FACE TAPE
10
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STEEL
PH PHIL. SMS
11
CM100-035
-� REDD.
FLUSH R HEAD/SILL
6063-T6
-
12
CM100-0341
AS REOD.
FLUSH ADAPTER JAMBS
6063-T6
-
(2) #10 . 1/2" P.H. SIAS
PoiNr 'B" SCREW
1 3/8' X 1 3/4" 1/8' THK WELDED
ALUM. PLATE
P
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)�C'IRCULAR WINDOWS
OPFION I
CIRCULAR WINDOWS
OPTION 2
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FX100 ALUMINUM FIXED WINDOW (L.M.I.)
RC Home Showcase. Inc.
16115 NW 52nd Ave.
Miami, FL. 33014
TEL. (305) 392-6214 FAX. (305) 260-6432
CT
:Og
AL-FAROOQ CORPO 'ON I �?
ENGINEERS & PRODUCT EVELMTENT ca
9360 SUNSET DRIVE, SUITE 220 f
MIAM , FLORIDA 33173 (CA.'v. 3538)
TEL (305) 264-8100 FAX. (305) 262-697a �l (
Ran'dall.
�._hO,A_.Ap
MIAM
DEPARTMENT OF REGULATORY ANI
Stofft Arc hitects,' �R.A.',',
Dva1'fdfAcqUavist"L'-'
I JI
e
ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATIONIDIVISION
NOTICE OF ACCEPTANCE (NOJ
RC Home Showcase, Inc.
16115 NW 52 nd Ave
Miami, FL 33014
SCOPE:
This NOA is being issued under tl
materials. The documentation subm
Product Control Section to be used i
Having Jurisdiction (AHJ).
This NOA shall not be valid after the
Section (In Miami -Dade County) anc
to have this product or material tesi
perforrn in the accepted manner, the
immediately revoke, modify, or susf
reserves the right to revoke this ac<
Section that this product or material
This product is approved as describl
Code, including the High Velocity
DESCRIPTION: Series "CM100"
APPROVAL DOCUMENT: Dra
sheets I through I I of 11,1
Corporation, signed and sealed by
Section Revision stamp with the
County Product Control Section. 11
A&SSIELE IMPACT RATING: L
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidadL.gov/economy
applicable rules and regulations governing the use of construction
ed has been reviewed and accepted by Miami -Dade County RER-
Miami-Dade County and other areas where allowed by the Authority
expiration date stated below. The Miami -Dade County Product Control
I or the AHJ (in areas other than Miami -Dade County) reserve the right
-d for quality assurance purposes. If this product or material fails to
manufacturer will incur the expense of such testing and the AHJ may
P.nd the use of such product or material within their jurisdiction. RER
eptance, if it is determined by Miami -Dade County Product Control
dls to meet the requirements of the applicable building code.
d herein, and has been designed to comply with the Florida Building
rricane Zone.
Aluminum Casement Window - L.M.L
Ning No. W04-16, titled "CM100 Aluminum Casement Window
dated 03/01/04, with revision L dated 02/28/19, prepared by Al-Farooq
avad Ahmad, P.E., bearing the Miami -Dade County Product Control
)tice of Acceptance number and expiration date by the Miami -Dade
and Small Missile Impact Resistant
LABELING: Each unit shall.bearl' a permanent label with the manufacturer's name or logo, city, state,
model/ series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein. I
RENEWAL of this NOA shall be
no change in the applicable buildinj
TERMINATION of this NOA wi
in the materials, use, and/ or manui
of any product for sales, advertisir
to comply with any section of this I
ADVERTISEMENT: The NOA
followed by the expiration date m
displayed, then it shall be done in it
INSPECTION: A copy of this 4
distributors and shall be available f(
This NOA revises and renews NO
2, E-3 and E-4 and Green Sustainal
above. The submitted documentatic
,onsidered after a renewal application has been filed and there has been
code negatively affecting the performance of this product.
occur after the expiration date or if there has been a revision or change
.cture of the product or process. Misuse of this NOA as an endorsement
or any other purposes shall automatically terminate this NOA. Failure
DA shall be cause for termination and removal of NOA.
number preceded by the words Miami -Dade County, Florida, and
y be displayed in advertising literature. If any portion of the NOA is
entirety.
itire NOA shall be provided to the user by the manufacturer or its
inspection at the job site at the request of the Building Official.
No. 18-0213.03 and consists of this page I and evidence pages E-1, E-
e Attribute (G.S.A.) page G-1, as well as approval document mentioned
, was reviewed by Sifang Zhao, P.E.
:�75,1 2! . NOA No. 18-0517.07
I z-/zV19 Expiration Date: July 29, 2024
Approval Date: May 02,2019
Page 1
--- T--
-RC Home Show
1. EVIDENCE SUBMITTEI
A. DRAWINGS
I. Manufacturer's die d
2. Drawing No. W04-1
1 through 11 of 11, (
Farooq Corporation,
UNDER PREVIOUS NOA's
B. TESTS
1. Test reports on: 1) Airl
2) U�
3) Wa
4) Lai
5) Cy(,,
6) For
along with marked-ul
casement window, pre'
FTL-6439, dated 02/�,
(Submitted under NO.
2. Test reports on: 1) Air
2) Un�
3) Wa
4) Lai
5) Cy(
6) Drc
along with marked-ul
Casement window, pr(
FTL-5867, dated 051(
(Submitted under NO,
3. Test reports on: 1) Air
2) Uni
3) Wa
4) Fo:
along with marked-u
window, prepared by I
HETI-03-1344, datec
dated 10/14/03 and, at
(Submitted under NO,
Adngs and sections. (Submitted under NOA No. 11-093ZO6)
titled "CM100 Aluminum Casement Window (L.M.I.)", sheets
ed 03/01/04, with revision K dated 02/22/18, prepared by Al-
gned and sealed by Javad Ahmad, P.E.
Infiltration Test, per FBC, TAS 202-94
,form Static Air Pressure Test, Loading per FBC, TAS 202-94
ter Resistance Test, per FBC, TAS 202-94
ge Missile Impact Test per FBC, TAS 201-94
-lic Wind Pressure Loading per FBC, TAS 203-94
ced Entry Test, per FBC 2411.3.2. 1, and TAS 202-94
) drawings and installation diagram of an outswing aluminum
pared by Fenestration Testing Laboratory, Inc., Test Report No.
1/11, signed and sealed by Marlin D. Brinson, P.E.
4 No. 11-0922.06)
Infiltration Test per FBC, TAS 202-94
,form Static Air Pressure Test, Loading per FBC, TAS 202-94
ter Resistance Test, per FBC, TAS 202-9�4
ge Missile Impact Test per FBC, TAS 201-94
�Ilic Wind Pressure Loading per FBC, TAS 203-94
1p Load Test (400 Ft. Lb.), per ANSI Z97.1
� drawings and installation diagram of an outswing aluminum
��pared by Fenestration Testing Laboratory, Inc., Test Report No.
F/09, signed and sealed by Julio E. Gonzalez, P. E.
4 No. 10-0426.09)
�Infiltration Test, per FBC, TAS 202-94
forrn Static Air Pressure Test, Loading per FBC, TAS 202-94
�er Resistance Test, per FBC, TAS 202-94
.,ced Entry Test, per FBC 2411.3.2.1 and TAS 202-94
p drawings and installation diagram of aluminum casement
lurricane Engineering & Testing, Inc., Test Report No.
1� 09/12/03, HETI-03-1346, dated 09/16/03, HETI-03-1350,
I I signed and sealed by Rafael E. Droz-Seda, P.E.
4 No. 06-1130. 01)
E-1
C��
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 18-0517.07
ExpirationDate: July29,2024
Approval Date: May 02,2019
RC Home Showcase, Inc.
B. TESTS (coNTuquED)
4. Test reports on: 1) L 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 aluminum casement
window, prepared 13�, Hurricane Engineering & Testing, Inc., Test Reports No.
HETI-03-1848, dated 09/17/03, HETI-03-1856, dated 09/17/03 and HETI-03-1859,
dated 0 1/16/04, all signed and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under I�OA No. 06-1130. 01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6th
Edition (2017), dat I ed 02/16/2018, prepared by Al�Farooq Corporation, signed and
sealed by Javad Ahr�,ad, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANC4E
1. Miami -Dade Dep ent of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. NOA No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosffol@
Ultraclear, Clear a�d Color I'VE Glass Interlayers" dated 0 1/18/18, expiring on
07/08/19.
2. NOA No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas@
(Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23.
F. STATEMENTS
1. Statement letter of cinformance, complying with FBC 61h Edition (2017), and of no
financial interest, dat�d February 15, 2018, issued by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
2. Laboratory compliance letters for Test Report No. FTL-6439, dated 02/2 1 /11, issued,
by Fenestration TesIting Laboratory, Inc., signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 11 - 0922.06)
3. Laboratory compli;�ce letters for Test Report No. FTL-5867, dated 05/02/09, issued
by Fenestration Tes I ting Laboratory, Inc., signed and sealed by Julio E. Gonzalez, P. E.
(Submitted under NOA No 10-0426.09)
4. Laboratory compli,-�Ice letters for Test Reports No. HETI-03-1346, dated 09/16/03,
BETI-03-1848, da�ed 09/17/03, HETI-03-1856, dated 09/17/03, IHETI-03-1859,
dated 01/16/04, HETI-03-1350, dated 10/14/03 and BEETI-03-1344, dated 09/12/03,
issued by Hurricane Engineenng & Testing, Inc., all signed and sealed by Rafael E.
Droz-Seda, P. E. I bmitted under NOA No. 06-1130. 01)
Sifang Zhao, P.E.
Product Control Examiner
7 NOA No. 18-0517.07
Expiration Date: July 29, 2024
Approval Date: May 02,2019
E-2
RC Home Showcase, Inc.
G. OTHERS
1. Notice of Acceptanci
Series "CM100" Ou
01/14/16 and expirinj
2. Simulation Performa
Condensation Resista
1) NFRC 100-2004
2) NFRC 200-2004
Gain Coefficient,
3) NFRC 500-2004
Resistance ValueE
Using computer simi
THERM 5.x, / WINE
RC Aluminum SerieE
with attached drawiq
National Certified Te;
01 through 07 of 07,,
Steven H. Coble, NFR
3. NFRC 102-2004 Thei
1) NFRC 102-2004
Transmittance of I
Test report of a se�
Casement Prime Wir
drawings, with applic
in Appendix A, marl
No. NCTL-110-1245
Mitchell, Technician, z
4. Recycled Content D
Name: Casement W
Raw Material: Alun
Including letter Er
certifying that the
material, signed by I
No. 13-1112.10, issued to RC Home Showcase, Inc. for their
swing Aluminum Casement Window - L.M.I., approved on
on 07/29/19.
Lce, Solar Heat Gain Coefficient, Visible Transmittance, &
ce Calculation Report on:
Procedure for Determining Fenestration Product U—Factors"
"Procedure for Determining Fenestration Product Solar Heat
id Visible Transmittance at Normal Incidence"
'Procedure for Determining Fenestration Product Condensation
ation in accordance with NFRC: Frame and Edge Modeling:
)W 5.x NFRC Simulation Manual (Approved at test date), of a
"CM100" outswing casement aluminum prime window, along
3 and bill of materials included in Appendix A, marked —up by
ing Laboratories, Test Report No. NCTL-110-12449.01, pages
ated 11/12/09, signed by Richard A. MeVicker III, Simulator, and
Accredited Simulator, Simulator —In —Responsible —Charge.
aal Performance Test Report on:
"Test Procedure for Measuring the Steady State Thermal
-nestration Systems"
,es RC Aluminum's Series "CM100" Outswing Aluminum
low with Low E and Argon, along with submittal component
ble part numbers, manufacturing and modeling details included
�d 9
. -up by National Certified Testin Laboratories, Test Report
-1, pages 1 through 4 of 4, dated 11/3 0/09, signed by Christian J.
id Robert H. Zeiders, P. E., Vice —President Engineering & Quality
Charge.
hation Report on:
. 5 CM100
Fundiciones Industriales S.A. (FISA) dated 03/22/10,
.-uded aluminum products contained 30% recycled scrap
y Kronfle, Vice —President.
E-3
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 18-0517.07
Expiration Date: July 29, 2024
Approval Date: May 02, 2019
RC Home Showcase, Inc.
2. NEW EVIDENCE SUBM
A. DRAWINGS
1. Drawing No. W04-1
I through 11 of 11, c
Farooq Corporation,
B. TESTS
1. None
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami -Dade DeD
E. MATERIAL CERITFIC.
1. NOA No. 17-1114.
Ultraclear, Clear i
07/08/19.
2. NOA No. 17-0808.
(Clear and White)
F. STATEMEENTS
1. None.
G. OTHERS
1. Notice of Accepi
Series "CM100"
03/29/18 and ex-P
titled "CM 100 Aluminum Casement Window (L.M.I.)", sheets
ed 03/01/04, with revision K dated 02/22/18, prepared by Al-
oped and sealed by Javad Ahmad, P.E.
of Regulatory and Economic Resources (RER)
TIONS
4 issued to Kuraray America, Inc. for their "Trosifolg
id Color PVB Glass Interlayers" dated 0 1/18/18, expiring on
issued to Kuraray America, Inc. for their "SentryGlas@
lass Interlayers" dated 12/28/17, expiring on 07/04/23.
No. 18-0517.07, issued to RC Home Showcase, Inc. for their
3wing Aluminum Casement Window - L.M.I., approved on
on 07/29/19.
E-4
rz�� -
SiTang Zhao, P.E.
Product Control Examiner
NOA No. 18-0517.07
Expiration Date: July 29, 2024
Approval Date: May 02,2019
RC Home Showcase, Inc.
GREEN SUSTAINABLE ATTRI
SCOPE: This document is solely for I �e purpose of verification of Sustainable Attributes of construction
materials. The documentation submitt6d has been reviewed by Miami —Dade County Product Control.
% Recycled
% Recycled
% Bio—based
% Renewable Material
Content at
Comoonent Name
at Disposal
Material
Manuf.
1. Window Aluminum
30%
100%
N/A
gws
Test
Product
Glazing Components:
G.8:
G.9:
VT
CR
Report#:
Number
U—Factor
SHGC
Base line
000
5/32 CLR 24092—SS—D ARG BRZ-1/8 090 PVB 1/8
0.62
0.19
0.19
17
Product
— I — — — —
1.
001
5/32 CLR. 24,092—SS—D ARG BRZ-1/8 090 PVB 1/8
0.62
0.19
0.19
17
2.
NCTL
110-12450-1
002
5/32 CLR 24092—SS—D ARG CLR-1/8 090 PVB 1/8
0-62
0.20
0.25
17
3 '
003
5/32 CLR 240#2—SS—D ARG GRN-1/8 090 PVB 1/8
0.62
0.19
0.17
17
4�
004
5/32 CLR 24,10#2—SS—D
ARG GRY-1/8 090 PVB 1/8
0.62
0.19
0.23
17
I _Legend
Abbreviations:
Description:
SS—D
Desiccant —Filled Stainless Steel Spacer
240#2
Cardinal Low E 240 @ #2 Surface Typical
ARG
90% Argon
PVB
1 0.090" Poly Vinyl Butryal (PVB) interlayer
CLR
Clear Glass
BRZ
Bronze Tint Glass
GRN
Green Tint Glass
GRY
Gray Tint Glass
Component Name C—Value
1. Whole Window 1.94
G-1
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 18-0517.07
Expiration Date: July 29,2024
ApprovalDate: May02,2019
CM'00 OPEaTING/FIXED
�EIMJ[N IEWNT Wl POWS
FOR FLANGE FRAME WINDOW CAPACITY SEE SHEETS 2 & 4
FOR FLUSH FRAME WINDOW CAPACITY SEE SHEETS 3 & 4.
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 2BY WOOD SUCKS & 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-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 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING 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.
APPROVAL APPLIES TO SINGLE VENT WINDOWS
OR DUAL VENT WINDOWS USING INTEGRAL
IMPOST. p
MULLION CAPACITY
FOR THIS OPTION
ALSO TOP AND BOTTOM COMBINATIONS OF FIXED [-SEE SEPI:.ATE
AND CASEMENT WINDOWS USING STACKING MULLION A
HEA.D/SILL WITHOUT MULUON. I it
ALSO TO SIDE 13Y SIDE COMBINATIONS
OF CASEMENT/FIXED. CASEMENT/CASEMENT
OR WITH OTHER WINDOW TYPES IN
MODULES OF TWO OR MORE WINDOWS
USING APPROVED MUWONS.
RATING OF FIXED WINDOWS UNDER SEPARATE NOA.
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I
CM100 ALUMINUM C.ASEME-NT WINDOW L.M.I.
AL-FAROOQ CORPORATION
RC Home Showcase. Inc.
ENGINEERS 8, PRODUCT DEVELOPMENT
9360 SUNSET DRIVE, SUrrE 220
f
16115 NW 52nd Ave.
MIAMI, FLORIDA 33173 (C-4.N. 3538)
C
Miami, FL. 33014
TEL. (305) 264-8100 FAX. (305) 262-6978
TEL (305) 392-6214 FAX. (305) 260-6432
r.OMP-ANI \WnA-IRPr
-
96- MAX
WINDOW HEII
72 3/4- MAX*
VENT HEIGHT
L10 1/2 5 1/2-
1 . M A . X. -
96" MAX.
WINDOW HEIGHT
72 3/4- MAX.
VENT HEIGHT
... ... . .....
10 1/2- 5 1/2'1 MAX.
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REV.
10.15
NO C�GE THIS S4EEr
22.18i
i �POATED TO 2017 FBC
.191
_
—1
NO C�GE T�HS SHEET
74 1/4- MAX.
WINDOW HEIGHT
72 3/4'
VENT HEIGHT
H 67 1/2' MAX.
2" D.L. OPG.
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0 1/2-
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. . . ......... . .
100 ALUMINUM CASEMENT WINDOW L.M.L.
AL-FAROOQ CORPORATION
a
RIC Home Showcase, Inc.
ENGINEERS & PRODUCT DEVELOPMENT
9360 SUNSET DRIVE, SUITE 220
16115 NW 52nd Ave.
MIAMI. FLORIDA 33173 (C.A .". 3538)
C
Miami, FL. 33014
TEL. (305) 264-EMOO FAIL (305) 262-6978
TEL (305) 392-6214 FAX. (305) 960-04,1322
F- COMP-ANL\WD4-ISRC
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3EMENT WINDOW (LM.. AL-FAROOQ CORPORATION a
RER GOMMENTS ENGINEERS & PRODUCT DEVELOPMENT
RC Home Showcase, Inc. 9360 S NSET DRIVE, SUITE 220 f
X THIS SHEET 16115 NW 52nd Ave. MIAMI,UFLORIDA 3173 (C.A.N. 3538)
TO 2017 FBC 3
-- Miami, FL. 33014 TEL (305) 26"100 FA)L C
3E �M SHEEr (305) 262�979 _
TEL. (305) 392-6214 FAX. (.305) 260-6432 1 COMP-ANI \W()4-lfiR('.
1/8- HEAT STREWD GLASS
.090' Interlayer
Trosifol PVB
By 'Kuraray America, Inc.'
OR
.OW Interloyer
SentryGlos
I
By 'Kurcray America. Inc.'
1/8' HEAT STREWD GLASS
SILICONE
2E
m 'A
8OWSIL 795
VENT
GLASS TYPE 'A'
1/8- HEAT STREWD GLASS
-OR
5/32' TEMP. GLASS
1/4- AIR SPACE
1/8- HEAT STREWD GLASS
.090" Interloyer
T—if.1 PVB
By 'Kuraroy Americo, Inc.'
OR
.090 ' Interlayer
SentryGl..
By �Kuroroy America, Inc.'
ri/8' HEAT STREN'D GLASS
2! 1 \W� SILICONE
DURASEAL SPACE
BY - QUANEX�
CARDINAL OR)�
XL
EDGE SPACER VENT
ST. STEEL
GLASS TYPE V
GLAZING OPTIONS
NOTE:
IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING
EXTERIOR PLY OF GLASS TYPE 'B' MUST BE TEMPERED.
GLASS TYPES 'A'
1/8" THK. H.S. GLASS CAN BE UPGRADED
UP TO 1/4" THK. H.S. GLASS
FIX. LITE
FIX. LITE
SILICONE
DOWSIL 795
w
0
rt
ITEM NO.
PART NUMBER
QUANTITY
DESCRIPTION_
MATERIAL
MANF./SUPLIER/REMARKS
I
CM100�00i
2/ WDW
FRAME JAMB
6063-T6
-
2
CMIOO-002
2/ WDW
FRAME HEAD AND SILL
6063-T6
-
3
CMIOO-007
AS REDD,
FRAME JAMB (FIX.)
6063-T6
FOR FIXED WINDOW
4
C101100-008
AS REDD.
HORIZ. IMPOST
6063-T6
FOR FIXED WINDOW
5
CMIOO-012
AS REDD.
JAMB ANCHOR CUP
6063-T6
-
6
CMICO-013
AS REOD.
VENT HINGE
6005-T5
INSTALLED WITH (3) #10 X 3/8- MS
CMIOO-014
AS REDD.
FRAME HINGE
6005-T5
INSTALLED WITH (2) #10 X 318- MS
8
CMIOD-015
AS REDD.
FRAME HEAD/SILL (FIX.)
6063-T6
FOR FIXED WINDOW
9
CMIOD-016
4/ WDW
GLAZING BEAD (LAM. GLASS)
6063-T6
FOR FIXED WINDOW
10
K7
CMIOO-017
4/ WDW
GLAZING BEAD (LAM. INS. GLASS)
6063-T6
FOR FIXED WINDOW
11
CMIOD-018
4/ WDW
SNAP COVER (LAM. GLASS)
6063-T6
FOR FIXED WINDOW
12
CMIOD-019
4/ WDW
SNAP COVER (LAM. INSUL GLASS)
6063-T6
FOR FIXED WINDOW
13
CMIOD�032
AS REQD.
VERTICAL IMPOST
6063-T6
-
14
CM100-021
2/ IMPOST
ANCHOR CUP FOR VERTICAL IMPOST
6063-T6
-
15
CMIOD-022
-
ANCHOR ARM OPERATOR
6063-T6
-
16
-
AS REDD.
SCREENS
ALUMINUM
OPTIONAL
19
CM100-026
4
VENT STILE
6063-T6
-
20
CMIOO-027
1/ CORNER
CORNER LOCK
6063-T6
-
21
V-033
AS REQD.
TREMCO TR-5804N SPONGE
NEOPRENE
-
22
P-o4g
AS REODm
GLAZING INSERT
RIGID PVC
MELTPOINT
23
V-055
AS REQD.
VINYL FOR LAM. INSUL GLASS - VENT
PVC
OUROMETER 75:E5 SHORE A
24
V-059
REDD.
VINYL FOR LAM.-& LAM. INSUL. GLASS (Fix.)
PVC
MELIPOINT, DUROMErER 75*5 SHORE A
25
—AS
AS REOD.
3/16- X 3/8- X 4- LG. SETTING BLOCK
EPDM
OUROMETER 80*5 SHORE A
26
AS REDD.
1/8- X 1/2' SINGLE FACE TAPE
'27
P-025
-
PLASTIC CAM M & M
NYLON
30
CD25 & CD35
-
SINGLE ARM OPERATOR
ST. STEEL
ROTO HARDWARE SYSTEMS_
31
32
L905-6645
3 POINT LOCK ASSEMBLY
-
ROTO HARDWARE SYSTEMS
33
GT553
GUIDE HOUSING
-
ATTACHED W/ (3) #8 X 3/4- SMS
34
GSOOt
STRIKER
-
ATTACHED W/ (3) #8 X 1/2" SMS
35
#10 X 1"
2/ CORNER
FRAME ASSEMBLY SCREW
ST. STEEL
PH PHL. SMS
36
#10 X 1/2-
2/ CORNER
VENT ASSEMBLY SCREWS
ST, STEEL
FH PHL SMS
37
#10 X 3/4-
4/ CORNER
IMPOST ASSEMBLY SCREWS
ST. STEEL
PH PHL SMS
38
#10 X 3/4-
2/ SIDE
IMPOST ASSEMBLY SCREWS
ST.
PHL SMS
39
CM100-032
AS REOD.
FLUSH ADAPTER HEAD/Sl L
40
cmloo-623--
- is R E -OD.
-FLUSH-ADAPrER-JAMEI--i-6063-T6-1�
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CIMON
...... W04-16
TYPICAL ANCHORS
E ELEV. SHEET 2
FOR SPACING
1;1BY
WOOD BUCK
EDGE DIST.
4
'4
A 1
0
u
G DIST.
TYPICAL ANCHORS
SEE ELEV. SHEET 2
FOR SPACING
-1 �
TYPICAL ANCHORS
SEE ELEV. SHEET 3
FOR SPACING
2 WOOD
OR
V,
Lull
TYPICAL ANCHORS
METAL SEE ELEV. SHEET 3 MERL
STRUCTURE TYPICAL ANCHORS FOR SPACING STRUC
�E SEE ELEV. SHEET 2
T FOR SPACING H
MIAMI-DADE COUNTY APPROVED
MULLION & MULLION ANCHORS
SEE SEPARATE NOA
/4- X 3/8 '
WEEP SLOT
AT EACH END
mf_� i I
44 . ' - 1 -7 :
4
T41CAL ANCHORS
SEE ELEV. SHEEr 2
FOR SPACING
TYPICAL ANCHORS
SEE ELEV. SHEET 2
FOR SPACING
TYPICAL ANCHORS
SEE ELEV. SHEET 3
FOR SPACING
IBY
WOOD BUCK
T4PICAL ANCHORS
SEE ELEV., SHEET 2
FOR SPAC NO
WOOD BUCKS AND METAL STRUCTURE NOT BY RC HOME SHOWCASE
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
z
<
I
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
Z
0
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4 F 1� N
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M
1/4' DIA. KWIK-CON 11 BY 'HILJI' (F-138 KSI, Fy-137 KSI)
IL
19 0
a
0
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INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
0
0. �
1 1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)
Ir .
THRU IBY BUCKS INTO CONC. OR BLOCKS
1-3/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
cy 0 M 0
1-3/4- MIN. EMBED INTO GROUT -FILLED 13LOCKS (JAMBS)
W 0
00.0
DIRECTLY INTO CONCRETE OR BLOCKS
cn
1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1-3/4- MIN. EMBED INTO GROUT -FILLED BLOCKS (JAMBS)
I Kol a
1
1/4" DIA. TEKS OR SELF -DRILLING SCREWS (GRADE 5 CRS)
j 0 CD S _I
ZME
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INTO METAL STRUCTURES (HEAD/SILL/JAMBS)
(3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS
ALUMINUM: 1/8" THK. MIN. (6063-TS MIN.)
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
EL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
#14 SMS OR SELF -DRILLING SCREWS (GRADE 2 CRS)
INTO MIAMI-DADE COUNTY APPROVED MULLIONS
(3) THREADS MIN . TO EXTEND BEYOND METAL THICKNESS
co
ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) (NO SHIMS)
a
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (NO SHIMS)
<
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
0
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IN:ItfCMR AND BLOCKS = 2-1/2" MIN.
E Z u-
INTO WOOD STRUCTURE = 1" MIN.
0
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E
WOOD AT HEAD, SILL OR JAMBS SO = 0.55 MIN.
x
---PONCRUE�-Al�-HEAD.-SILL-OR-JAMBS-f'e-=-3000-PSI-MIN�-
C-90 HOLLOW/FILLED BLOCK AT JAMBS f'rn - 2000 PSI MIN.
SEALANTS:
ALL FRAME AND VENT CORNERS SEALED WITH
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CM100 ALUMINUM CASEMENT WINDOW (L.M.I.))
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0811.15
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NEERS & PRODUCr DEVELOPMEflrr
�N= NNSEr DRIVE, SUrTE 220
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TYPICAL ANCHORS
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1 ENGINEERS & PRODUCT DIEVIELOPMENT
1 08.11.1; REV. PER RER COMMENM RC Home Showcase, Inc. 9360 SUNSET DRIVE. SUITE 220
T1. 10-15 ' PER RER 00-MUEN. 16115
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T_ I , NW 52nd Ave. MIAMI, FLORIDA 33173 (C-4.N.
02.28.19 Miami, FL. 33014 TEL (305) 26"100 FAX. (305) 262-6978
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11.10.15
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01,28,11
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es
REM. PER ER COMMENTS
NO CMANGE THIS WEL'r
UPDATED TO 2017 FEC
100 ALUMINUM CASEMENT WINDOW
RC Home Showcase, Inc.
16115 NW 52nd Ave.
Miami, FL. 33014
TEL (305) 392-6214 FAX. (305) 260-6432 1
AL- ROOQ CORPORATION
RODUCT DEVELOPMENT
2=11SEarl PRIVE, SUITE 220
MIAMI, FLORIDA 33173 (C.A.N. 3538)
TEL (305) 264-8100 FAX. (305) 262�978
COMP-ANL\WO4-16RC
a
f
01
V
MIAMF NOA Appr
'by;
DEPARTMENT OF REGULATORL ECON(
BOARD AND CODE ADMINISTRATION DIVISII
NOTICE OF ACCEPTANCE (N
RC Home Showcase, Inc.
16115 N. W. 52" Avenue,
Miami, FL 33014
tofft'Atchite't 'P"
6614.&Acq'y�vMa_,'.�8 MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
�ated
IIC RESOU Miami, Florida 33175-2474
q T (786) 315-2590 F (786) 315-2599
A) www.miamidade.gov/economy
SCOPE: I
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed land accepted by Miami -Dade County RER -Product Control Section to
be used in Miami Dade County and other ar�as where allowed by the Authority Having Jurisdiction (AIM.
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assur�ice purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or mat�rial within their jurisdiction. RER reserves the right to revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable builoling code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
I
including the High Velocity Hurricane Zone.
DESCRIPTION: Series CS240 Aluminum, Sliding Glass DoorLMI
APPROVAL DOCUMENT: Drawing Nol 14-404, titled "Series CS240 SLD Glass Door (LMI), sheets 1 through
11 of 11, prepared by Eastern Engineering Grou ' dated 11/18/15, signed and sealed by Gonzalo A. Paz, P.E.,
p
C I
bearing the Miami -Dade County Product ontrol Revision stamp with the Notice of Acceptance number and
expiration date by the Miami -Dade Countyl Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
Limitations:
1 . See Design Pressure (DP) table in she�t 2 and Head/sill anchor capacity tables in sheet 3. Lower DP from the
I —
tables shall control. Free jamb conditions must be supported by 1 " Thick shim at three focations (see sheet Z)
2. Max. Door frame area not to exceed 1160 ft. See sheet 8 for approved configurations.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and
following statement: "Miami -Dade County, Product Control Approved", noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
I
change in the applicable building code negatively affecting the performance of this product.
I
TERMINATION of this NOA will occu� after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
I
for sales, advertising or any other purpose I s shall automatically terminate this NOA. Failure to comply with any
section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number' preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in ad4tising literature. If any portion of the NOA is displayed, then it shall be
done in its entirety.
INSPECTION: A copy of this entire NdA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. '15-0409.09 land consists of this page 1 and evidence pages E- 1, as well as approval
document mentioned above.
The submitted documentation was reviei�ed by Sifang Zhao, P.E.
MM= NOA No. 18-0214.10
WMIAMI DADE OUNTY
Expiration Date: November 25, 2020
ApprovalDate: March29,2018
Page I
RC Rome Showcase, Inc.
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (NOA No. 15-0409.09)
A. DRAWINGS I I
1. Manufacturer's die drawingsj and sections
2. Drawing No. 14-404, titled'ISeries CS240 SLD Glass Door (LMI), sheets I through I I of
11, prepared by Eastern Engineering Group, dated 11/18/15, signed and sealed by Gonzalo
A. Paz, P.E.
B. TESTS
1. Test reports on 1) Air Inf
2) Unifor
3) Water'.
4) Large 1
5) Cyclic
6) Forced
Along with marked -up drawings
prepared by Hurricane Engineeri
03/17/15, HETI-15-5014, dated
03/17/15 and BETI-15-5017, si�
ration Test, per FBC, TAS 202-94
Static Air Pressure Test, Loading per FBC, TAS 202-94
�sistance Test, per FBC, TAS 202-94
ssile Impact Test per FBC, TAS 201-94
ind Pressure Loading per FBC, TAS 203-94
atry Test, per FBC 24113.2.1 and TAS 202-94
Ld installation diagram of Aluminum Sliding Glass Doors,
& Testing, Inc., Test Report No(s). HETI-15-5002, dated
/17/15, HETI-15-5015, dated 03/17/15 HETI-15-5016, dated
-d and sealed by Rafael E. Droz-Seda, P.E.
C. CALCULATIONS
1. Anchor verification calculation, complying w/ FBC 2014(5th Edition), dated 05/13/2015,
08/24/15 and last revised on 10/21/15, prepared by Eastern Engineering Group, signed and
sealed by Gonzalo A. Paz, P.E,.
2. Glazing complies with ASTME-1300-02,-04 & -09.
D. QUALITY ASSURANCE I
1. Miami Dade Department of R�gulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-616.11 issued to Kuraray America, Inc. (Former E.I.
DuPont DeNemours & Co., Ing. for the "Sentry Glass @ (Clear and White) Glass
Interlayers", expiring on 07/04/18.
2. NOA No. 14-0916.10 issued to �Kuraray America, Inc. (Former E.I. DuPont DeNemours &
Co., Inc. for the "Kurray Butacite PVB Interlayers", expiring on 12/11/2016.
3. Technical data sheet of therrrio�, lastic Sarlin TPV 5765B by Teknor Apex Company.
F. STATEMENTS
1. Statement letter of compliance to FBC 2014 (5 th Edition) and of "No financial interest"
dated AUG 20, 2015 prepared Eastern Engineering Group, signed and sealed by Gonzalo
A. Paz, P.E.
2. Statement of Lab compliance, p 'art of above test reports.
G. OTHER
1. None
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 18-0214. 10
Expiration Date: November 25, 2020
E-1 Approval Date: March 29, 2018
RC Home Showcase, Inc.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 14-404, titled "Series CS240 SLD Glass Door (LMI), sheets I through
11 of 11, prepared by Eastern Engineering Group, dated 11/18/15, signed and sealed
by Gonzalo A. Paz, P E.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITYASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. NOA No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol@
Ultraclear, Clear an'd Color PV113 Glass Interlayers" dated 0 1/18/18, expiring on
07/08/19. 1
2. NOA No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas@
(Clear and White) 6, lass Interlayers" dated 12/28/17, expiring on 07/04/23.
F. STATEMENTS
1. Statement letter of c(Informance, complying with FBC 6" Edition (2017), and of no
I
financial interest, issued by Eastern Engineering Group, signed and sealed by Gonzalo
A. Paz, P.E.
G. OTHERS
1. NOA No. 15-0409.09, issued to RC Home Showcase, Inc. for their Series "CS240"
Aluminum Sliding lass Door - L.M.1,, approved on 11/25115 and expiring on
11/25/20.
Sifang Zhao, P. E.
Product Control Examiner
NOA No. 18-0214.04
Expiration Date: April 02, 2020
Approval Date: March 29, 2018
E-2
DESIGN SEQUENCE
STEP I:DETERMINESrrE SPECIFIC WIND LOADING
REQUIREMENTS AS PER ASCE-D7
STEP ZSEE SHEET 2 FOR DESIGN LOAD
CAPACITY BASED ON DESIRED PANEL SZE.
STEP 3*SEE SHEET 3 FOR HEAD & SILL ANCHOR
CONFIGURATIONS WITH DESIGN RATING
GREATER THAN LOADS REQUIRED.
STEP'4: LOWER DESIGN PRESSURES FROM STEPS
2 & 3 WILL APPLY TO ENTIRE SYSTEM.
PANEL WIDTH= NOM. PANEL
PANEL HEIGHT= FRAME HEIGHT- 1
DLO HEIGTH= FRAME HEIGHT-W
DLOWIDTH= NOM. PANEL WIDTH-6"
GENERAL NOTES
SEEHEAD
21"MAX
ANCHOR
HEAD/SILL
ON SHEET 4
-�
(2) ANCHORS
TYPE A,13 OR
c @ 3. O.0
r6
)
�2
F-
m 9
0 ,
LD
0
—Lu
LL
W
(2) ANCHORS
TYPE D @ 3- O.0
SEE SILL
ANCHOR
ON
4—
SHEET4.
L 4—
MAX
FREE
JAMB
WIO ANCHORS OPTIONAL
TYPICAL ELEVATION SGD (OXXO)
. SCALE: 1/2'=V-0' 113Y
THIS SYSTEM IS DESIGNED A TO MPLY W/ THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGHMELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 13OD-09 THE
SYSTEM IS RATE FOR LARGE T. ISHUTTERS ARE NOT REQUIRE T 3 & 4.
ANCHORS SHOWN IN DRAWINGS ARE As PER TEST UNITS. ANCHORS ON ALL PANEL SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACING ON CENTER (O.C.)AND AS TABULATED ON SHEE
ANCHOR CONDMONS NOT DESCRIBED IN THESE DRAWINGS ARE TO BE ENGINEERED ON ASITE SPECIFIC BASIS, UNDER A SEPARATE APPROVALAND TO BE REVIEWED BY BUILDING OFFICIAL FOR
NON-HVH7- FOR HVHZ ONE-TIME APPROVAL REQUIRED FOR MIAMI-DADECOUNTY(PRODUCT CONTROL SECTIONS)
LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OFANCHORS INTO WOOD ONLY.
ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ALL METALISTEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET THE FLORIDA BLDG. CODE.
USE RATING GREATER THAN DESIGN LOADS REQUIRED.
FRAME AREA OF ALTERNATE SIZES MUST MUST NOT EXCEED THE TESTED AREA OF 160 SF.
EXISTING STRUCTURE TO SUPPORT THE LOADS IMPOSED BY THE SLIDING DOOR SYSTEM. ENGINEER ON RECORD OF THE BUILDING SHALL VERIFY THE STRUCTURE FOR SUCH LOADINGS.
DOOR MUST COMPLY W/ EGRESS REQUIREMENTS AS APPLICABLE PER FBC.
ga�
2 2
ci
8 wo
211 1
—c
REVISED
9 with the Florida
le 18-0214.10 'C3
ate 5 020
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co
c
0
N. 607 3
OV
OF.11
DESIGN LOAD CAPACITY (PSF)
NOMINAL DIMENSIONS
GLASS TYPE 9116" HS
LAM.
NOMINAL
WIDTH
INCHES
FRAME
HEIGHT
INCHES
EXT(-)
INT(+)
30
96
131.0
131.0
36
131.0
131.0
42
131.0
131.0
48
-
131.0
131.0
54
-72.7-
-72.7-
30
102
131.0
131.0
36
131.0
131.0
42
131.0
131.0
48
131.0
131.0
54
72.7
72.7
30
108
131.0
131.0
36
131.0
131.0
42
lal.0
131,0
48
131.0
131.0
53
79.8
79�.&
30
114
131.0
t3-1.0
36
131-.0
42
131.0
48
131.0
30
120
131.0
131.0
36
131.0
-
131.0
42
131.0
. 131.0
48
131.0
131.0
6"X8"Xl*THKWOOD UNANCHORED 6"X8"XI'THK WOOD
SHIM @ BOTTOM, TOP ALUM. JAMB SHIM @ BOTTOM, TOP
AND CENTER AND CENTER is
'Top
GLASS
LITE GAP DIMENSIONS
0
X
Y,' MIN FOR UP TO 8'-0' HIGH FRAME ZO =0 c;
v (Do H
Y2' MIN FOR UP TO 9'-D' HIGH FRAME Z -g�� 9A
]ED %7 MIN FOR UP TO 10'-0' HIGH FRAME jaq
3/4MAX
-4 >
ID
wit .44
�w
IN
0 L3
IL
'j
En
;n
WERIOR "EXTEMOR 0
(A
SILICONE DOW CORNIN - - - - - - -
W1 BACKER -ROD
FREE JAMB(SHIM) & SILICONE TYPICAL DETAIL
SCALE: 6--1'-0"
Y4- HEAT STREN-D GLAS
O.D9"SENTRYGLASS BY KURARAY AMERICA IN(
Y4' HEAT STREN'D GLAS
EXTERIOR
)OW CORNING 995 STRUCTURAL SILICONE
M28 UTES > 36" WIDE, SETTING BLOCK TO BE SARLINK TPV 5775B
APEXCO. WITH HARDNESS 75.t5 SHORE A
V4 MARINE GLAZING FOR 9/16"THK GLASS LMI
GLASS DETAIL
SCALE: V--l-O'
U3
U) -j
z a!
PRODUCT REVISED
as co,plylng with the Florid
g
Building Code
NOA-No. 18-0214.10
0
83 0
U
co
Expiration Dat 1125/2020
W
By
cy)
Miami-Dad"roduct Control
...................... I .................... . X" 0 �
607 4
T E C
ATE OF
tKWIK CON u WITH I Ye MIN
o"ETRATION INTO 3KSI E
CONCRETE@ WOC &W12h" HEAD
EDGE DISTANCE. (Fy--137KSI, ANCHOR TYPE"A" DETAIL
FU=138KSI)
SEETABLESHEET4
2 1/2" 3" -1, 3' 3"
ANCHOR SPACING AT HEAD'& SILL FIXED JAMB
(4-ANCHOR SCHEDULE SHOWN. SEE SHEET 3)
3' 3' + 3' 4, 3" 3' 4, 3' + AL--+
ANCHOR SPACINGAT HEAD & SILL INTERLOCK/ STRAGAL
(8-ANCHOR SCHEDULE SHOWN. SEE SHEET 3)
HEAD
ANCHOR TYPEB'DETAIL
EXT
EDGE
HEAD
ANCHOR TYPE"C"DETAL
Y,'0 KWIK CON 11 WITH 1 WMIN
PENETRATION INTO 3KSI
CONCRETE @3'OC & WJ 2Yj'
EDGE DISTANCE. (Fy--137KSI,
FU-138KSI)
PLASTIC SHIM.114"MAX
ALUM.HEAD
Y4'0 WOOD SCREW @ 3- OC &
W12W EDGE DISTANCE &MIN
1jwTHREAD PENETRAnON.
PROPERLY FASTENED 2X
WOOD BUCK BY OTHERS
PLASTIC SHIM 1/4' MAX
%-o KvjK-FLm( sDs WITH 3/4n MIN
PENETRATION INTO METAL
STRUCTURE @3"OC MIN & W/ 1-
EDGE DISTANCE. (Fy--92KSI,
Fu=120KSI)
ALUM/STEEL STRUCTURE (SEE
SPEC. @ SHEET 3 NOTES)
PLASTIC SHIM 1/4'MAX
ALUM.HEAD
-TYP51AL ANCHORS DETAILS
SCALE: W=T-w
Y4'0 KWIK CON 11 WITH V MIN
PENErRATION INTO 3KSI
GROUT FILLED CONCRETE
BLOCK/CONCRETE @6' OC &
W/3'EDGEDISTANCE.
(Fy--137KSI, Fu=138KSI)
w
0
1/4-20 KWIK FLE)( SMS @ 6-OC
& W/ 1"MIN EDGE DISTANCE TO
METAL SUBSTRATE
(BY OTHERS. SEE SPECS @
t
Lu X
�4A
19.116ZA.X GAP R . 31.
.I, i 1� ih
03
13D
FIXED JAMB ANCHORAGE
CONN. TO, METAL
9116'MAXGAP
9A-
G N TES
0
IN. Up TO 8'
1Jr MIN UP TO 9'
9116* UP TO 10,
u,
id
PRODUCT REVISED
--me-
1 g
as complyIng wIth the Florlda
w
BuIldIng Code
HOA-Mo. 18-0214.10
0
0
w I
Expiratlon Date 11/25/2020
Control
0
ANCHOR TYPES
ANCHORI
ANCHOR DESCRIPTION
TYPE
114" . KWIK CON 11 WITH I 3/4'MIN PENETRATION INTO3KSt CONCRETE OR BETTER. SPACED AT
A
WOC AND WITH 2.5"EDGE DISTANCE. (FY=137KS], FU=138KSI)
Y4-0 WOOD SCREW @ 3F OC & W1 2Y2' EDGE DISTANCE & MIN 1k THREAD PENETRATION.
B
(FY--137KSI. FU=138KSI)
1/4'0 KWIK-FLEX GRADE.5 S.D.S. WITH 3/4'MIN PENETRATION INTO METAL STRUCTURE (11W MIN
C
THICKNESS). SPACED AT 3- OC MINIMUM AND WITH 1- EDGE DISTANCE. (FY--J2KSI, FL1=1 20KSI)
114" KWIK CON 11 WITH I 3/4'MIN PENETRATION INTO 3KSI CONCRETE OR BETTER. SPACED AT
D
MINIMUM TOC AND WITH 2.57 EDGE DISTANCE. (FY=137KSI, FU=138KSI)
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PROPERLY
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WOODBUCK
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PROPERLY FASTENED 2BY WOOD BUCKS AND METAL
STRUCTURES NOT BY RC HOME SHOWCASE MUST
SUPPORTL DS IMPOSED BY GLAZING SYSTEM
TRANSFER THEM TO THE BUILDING STRUCTURE.
CONCRETE AT HEAD, SILL OR JAMBS 3KS1 MIN.
GROUT FILLED C90 BLOCK AT JAMB MIN
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TYPICAL SECTIONS
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SCALE: 6'=I'-W
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—4 SERIES CS240 SLD. GLASS I REMSIONS S INEERING GROUP
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16 5 NW 52nd Ave TK (30M 59MfM F- (306) 0"076
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Fax (305) 260-6432 1 s�, m Vm CERT. OF AUTPHORIZATION ft. 2665!
3-000 6
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LOCK STILE
@ FIXED JAMB STILE
2688
0.094
C-5
MEETING STILE
@� MOVING TOP RAIL
2,062
- L1.114
1 'j,
1.718
@ FIXED TOP RAIL
1569
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1.374
MOVING BOTTOM RAIL
1.718
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1. 2 ffSM4
1�674
FIXED BOTTOM RAIL
2,520
0.82
1.584
2.498
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HEADADAPTOR
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INTERLOCK STILE
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@ SILL TRACK
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@ SILL TRACK (WITHOUT SCREEN)
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PRODUCT REVISED
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Building Code
.OA-No. 8-0214.10
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Expiration Date 11/25/2020
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No 1;3734
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10
2.750 k.
0,969 � 1.781, 1 0.230
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0.090 0,313'
6.380
FRAME JAMB FIXED SIDE GLAZING GASKET
t-11�01-t
6,380
FRAME JAMB OPERABLE SIDE TRESHOLD SEAL
1, 1,688 1,
Area = 2.5171 IrvA2 Area = 2.5270 InA2
Ixx = 13.0241 W4 boc = 13.3353 InA4
Sxx min = 4.0313 1nA3 & Sxx min = 4.0509 InA3
IEJAMBFIXEDSIDE FRAME JAMB OPERABLE SIDE
CODE PART No. IMANUFACTURERI DESCRIPTION
E)(TRUSIONS
El
240-002
§S240-004
LOCK STILE (AL6G63-T6)
E2
FIXED JAMB STILE (AL6063-TS)
E3
CS240-W5
MEETING STILE (AL6063-T6)
t4
CS240-OOE--
MOVING TOP RAIL (AL6063-T5)
r
=.
GS240-007
FIXED TOP RAIL (AL.6063-T5)
t 6
CS240-069
MOVING BOTTOM RAIL FOR NEW ROLLER (AL.6063-T6)
El
CS240-009
FIXED BOTTOM RAIL (AL6063-TS)
E10
CS240-012
THRESHOLD (AL 6063-T5)
Ell
CS240-Dl 9
H EAD ADAPTOR (AL- 60 63-T5)
E20
CS240-031
SILL TRACK PLATE (AL6063-T6)
E21
2400ST-032
MEETING RAIL THRESHOLD SEAL
F23
CS 0-037
INTERLOCK STILE (AL.6063-T6)
E24
GS240-038
FRAME HEAD WIINTEGRAL SCREEN TRACK (AL 6063-TB)
E25
CS240-082
BILL TRACK (with screen) (Al-6063-TB)
E26
GS240-040
INSIDE SCREEN TRACK
E29
CS240-OB8
I SILL TRACK (wftho tscreen)(AL.6063-T6)
E31
CS240-055
SCREEN ERTICALJAMB(AL-6063-T6)
E32
CS240-057
SCREEN OP & B M RAIL(AL-6063-TB)
E33
CS240-042
FRAME JAMB(AL.6063-T6)
E34
8 FIXED SIDE (UNANCHORED JAMB)(AL.606a-W)
E35
CS240-072
FRAME JAMB OPERABLE SIDE (AL6063-T6,UNANCHORED JAMB)
VINYLS
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70�f7-1-MA
NE -GLAZING FOR 9116'-THK-.GLASS LMI��
V2
V-0`19
DRIP S11 VINYL (4 (CS240-069)
V4
V-020
MARINE GLAZING FOR 9/15* THK. GLASS LMI
V7
V-027
BULB VINYL WSTP AT MEETING RAIL THRESHOLD
va
TEKNOR APEX COMPANY
MARINE GLAZED SURROUND GASKET W/ WET SILICONE Q BOTH
SIDE OF GLASS � 76.00 SHORE A (SARLINK TPV 5765B)
SCREWS
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#8 X 3/8- LG. FH1. SMS. ST/ST @ 4 PANELS ONLY
S2
, LG. PH. SMS STIST A.S. FOR MEETING ST. THRESH.
2#N121 �X, 11FLG.
S3
PH. SMS PLATED ASSEMBLY SCREW FOR FRAME
S4
#10XJ 112"LG. PH. SMS. ST/STASS. SC.FOR PANELS
S5
1/4-0-20 X 2 1/2"LG. HD. H>L KWIK-FLEX INSTALLATION SCREWS
S6
1/4-20 X 314"LG. SOCKET HEAD CAP SCREW ST/ST NONMAGN.
A7
#8 X 1/2'LG. PH. SMS. STIST
S8
#10 X 3/4"I.G. FH. SMS STIST FOR HARDWARE
S9
#10 X 314- I.G. PH. SMS ST/ST SCREW @ Ml
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3TALL SCREW
HARDWARE
Hi
PR03-600
IHIGH PRrCISION SIDE AJUSTABI-r STIST ROLLER STEEL PLATE WHEELS
001-)00(
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2 POI KIT NIL
2 POINT KIT EXTERIOR LOCKING
2 POINT MOR11SE LOCK
MISCELANEOUS
Ml
P-M
1 —�50Xl B83"X4' LONG DOOR BUMPER ( W (CS24M381
M2
5/8"X 11/21 X 0.100 THK.ALUM.PLATE PAJNTED @ CS240-002
M3
4 3/8"X 61 X O.D40 THK ALUM. PLATE PAINTED @ CS240-042
M4
U56
0 275 X 270 W/B @ (CS240-012) (CS24D-019)
—F5
W21225NK
ULTRAFAB. SERIES VERTICALLY @ (CS24G-D42) (CS240-005)
M6
P3802AFK
ULTRAFAB SERIES WSTP R (CS240-037) (CS240-012)
Mi
W31245NK
ULTRAFAB SERIES WSTP 0, (CS240-037) & (CS240-006)
M16
-5001-)DWSLA-2400-12W
SILL ANCHOR
IPSOI A-4
13/4X3/4 1/16' THK ALUM. TUBE I- LONG [TEMPORARY)
M20
I W14551NW
ULTRAFAB SERIES WSTP VERT!CALLY 0 (CS240-056)
M21
CD-690S
SCREEN CORNER LOCK AND ROLLER
M
'K COVER 0.031 THIC 0, 2400ST-082
995
STRUCTURAL SIUUUN�
M2B
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GLASS
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Expiration Date 11/25/2020
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SERIES C5240 SLD. GIASS
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1 6 115NWRridAve.
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Mil am, Gardens, FL 33014
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phone: (305) 392 - 6214
(3061 9fin - R412
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S7ERNEJVGINEERING GROUP
3401 MW&2AWSVffI5V0AV—j, P-V. 33122
T.J. (305) 5994133 Fax (3M E99-076
3 RAISSA R.
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�ERT. OF AUTHORIZATION N.. 26655