HomeMy WebLinkAboutProduct Review AffidavitPlanning & Development Services Department
Building& Regulations Division
Product Review Affidavit
FL # or Miami -Dade
FLORIDA PRODUCT
REVISION EXPIRATION
Product
Model #
Manufacturer
Glass Description
Method of Attachment
Building Design
Product Design
APPROVAL REVISION
DATE
Pressure
Pressure
For anchoring through frame into wood framing or 2x buck use #10 wood screws with
sufficient length to achive a 11/4" minimum embed. Into substrate. Locate anchors as
MI Window and
shown in elevations and installation details.For anchoring through frame into masonry
FL17499.2
R8
10/08/2023
SH Window
18S SH
Doors
Non Impact
/ concrete use 3/16" tapcons with sufficient length to achive a 11/4" minimum
(+38) / (-48)
(+50) / (-50)
embed. Into substrate. Locate anchors as shown in elevations and installation details.
For anchoring through frame into wood framing or 2x buck use #10 wood screws with
sufficient length to achive a 13/8" minimum embed. Locate anchors as shown in
installation details.For anchoring through frame into masonry/ -.concrete use 1/4"
MI Window and
ELCO ultracon tapcons with sufficient length to achive a 11/4" minimum embed. w/
FL15353.2
R5
12/31/2024
Vertical Mullion
5764
Doors
Non Impact
I" min. edge distance. Locate anchors as shown in installation details.
(+38) (-48)
(+48.1 (-48.1)
For anchoring through frame into wood framing or 2x buck use #10 wood screws with
sufficient length to achive a 11/4" minimum embed. into substrate. Locate anchors as
shown in elevations and installation details.For anchoring through frame into masonry
MI Window and
/ concrete use 3/16" tapcons with sufficient length to achive a 11/4" minimum
FL15349.1
R14
4/3/2023
Fixed Window
185 PW
Doors
Non Impact
embed. Into substrate wl min 2 1/2" edge distance. Locate anchors as shown in
(+38) (-48)
(+60) (-60)
installation details.
For anchoring through frame into wood framing or 2x buck use #10 wood screws with
sufficient length to achive a 13/8" minimum embed. into substrate. Locate anchors as
shown in elevations and installation details.For anchoring through frame into masonry
MI Window and
/ concrete use 3/16" tapcons with sufficient length to achive a 11/4" minimum
FL15332.2
R6
12/31/2024
Sliding Glass Door
Series 420 Aluminum SGD
Doors
Non Impact
embed. into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in
(+33) (-41)
(+48.2) (-48.2)
installation details.
1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each sid@
Opaque single
of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and jamb,
FL2046i.17
R6
12/31/2021
Smooth Star
ThLafrna-Tru
N/A
Min. embedment of all anchors to be 11/4"
(+36) / (-47)
(+47) / (-47)
door with transom
FL16107.3
R13 (R14)
12/31/2038,
Double Garage
16.20 73 W6
Clopay
N/A
3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C
(+29) / (-35)
(+36) / (-42)
(PENDING APPROVAL)
Door
3/8" Simpson Titen heavy duty screw anchor with 1 1/8" OD.Oasher into grout filled
CMU with min. emben of 2 3/4", min. edge distance of 4" and min. end distance of 4".
Double Garage
Max fastener spacing of 20". 3/8" dia. X 3" long lag screws with I" OD washers with a
FL8248.11
R20
12/31/2023
Door(ALT)
8024
Wayne Dalton
N/A
A
19/32" thread penetration into seasoned dry wood supporting structure.
(+29) (-35)
(+34.4) (-38.3)
3/8" Simpson Titen heavy duty screw anchor with 2 1/4" embed min 6" between jamb
FL14170.7
R14 IRIS)
12/31/2023,
Double Garage
Series 170-175, 177, 180-
overhead
N/A
and bracket location. 2 3/4" min edge distance.
(+29) (-35)
(+34.4) J (-38.3)
(PENDING APPROVAL)
Door(ALT)
185, 187
Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia.
heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per
shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2"
FL30310.1
RI
12/31/2024
Roof
IKO SHINGLES
IKO Cambridge
N/A
above each cutout. Drive nails straight so that nail head is flush with, but not cutting
N/A
N/A
into shingle surface.
Miami -Dade approved corrosion risistant tin caps and 12 ga. 1-1/4" annular ring
shank nails spaced 6"O.C. at all laps and three staggard rows fastened 12" O.C. in the
field.
FL15216.1
R8
12/31/2023
Underlayment
RhinoRoof U20
Interwrap
N/A
FL5259.1
R32
12/23/2023
Underlayment
Polystick IRXE
Polyglass USA
N/A
Self adhesive
(Alternate)
FL17322.1
R7
12/31/2024
Underlayment
(Alternate)
WeatherMaster 100
Atlas Roofing Corp
N/A
Self adhesive
FL34546.1
R1
12/31/2024
Underlayment
Shield Granulated
Owens Corning
N/A
Self adhesive
(Alternate)
FL27076.16
R1
3/28/2023
Underlayment
Weather Armor SB-1
APOC
N/A
Self adhesive
(Alternate)
FL3792.5
R14
8/16/2021
Off Ridge Vent
770D
Lomanaco
N/A
Install per manufacturers recommended requirements.
N/A
N/A
FL19567.2
R2
9/21/2026
Off Ridge Vent
MMI
MILLINUM METALS
N/A
Install per manufacturers recommended requirements.
N/A
N/A
ALTERNATE)
FL33919.1
R1
12/31/2024
Soffit
Variform Soffits
PlyGem
N/A
Install per manufacturers recommended requirements.
(+31.6) / (-38.8)
(+157) / (-46.1)
12/31/2023,
Install per manufacturers recommended requirements.
FL15272.1
R4(RS)
(APPROVAL PENDING)
Soffit (Aft)
T2
Alside
N/A
(+31.6) / (-38.8)
(+75) / (-75)
1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 13/4" in
FL16293.1
R3
12/31/2021
Hurricane Panels
24 GAGE
Hurricane Storm
N/A
concrete / masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be headed
N/A
(+47) / (-53)
Less than 6' span
panel MFG.
screw or all thread but with wing nuts.
1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 13/4" in
FL16293.1
R3
12/31/2021
Hurricane Panels
24 GAGE
Hurricane Storm
N/A
concrete / masonry, 2 1/2" min. edge distance, 12" o/c max. spacing, Can be headed
N/A
(+45) / (-50)
6' span or more
panel MFG.
screw or all thread but with wing nuts.
FL17147.1
R5
6/27/2021
Zip System
Wall Sheathing
Huber
N/A
Install per manufacturers recommended requirements.
N/A
N/A
Sheathing
jarrl@§ Hardie
Install per manufacturers recommended requirements.
FL13192.2
R6
12/31/2023
Lap Siding
Cemplank
Building Products,
N/A
-Inc
FL1392.1
R7
1/1/2055
1 Joists (2 Story
BCI
ESKr1336
N/A
Install per manufacturers recommended requirements.
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CONTROL DATE 3.30.21
2194 HWY A:LA, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH. 321-802-3591
www.abdeslgngroup.com
AA#:0003325 I
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SUBDIV. ad LOT:
ST LUCIE
COUNTY
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PROJZCT#
MODEL:
EXPRESS
SHINGLE
GARAGE SWING:
PAGE:
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t160 MPH EXP. JC
ARCHITECT :
17AT E 0 F
5 STATE OF
APR 16 2021
MICHAEL C. ANDERSON
AR NO 17305
Q
PATE:RINT 03.30�.21
D
SCALE- 1/4"=1'-0"
SHEET
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VC
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