HomeMy WebLinkAboutProduct Review AffidavitPlanning & Development Services Department
Building 8r Regulations Division
Product Review Affidavit
FL # or Miami -Dade
FLORIDA PRODUCT
REVISION EXPIRATION
Product
Model #
Manufacturer
Glass Description
Method of Attachment
APPROVAL REVISION
DATE
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
FL17499.2
R8
10/08/2023
SH Window
185 SH
MI Window and
Non Impact
shown in elevations and installation details.For anchoring through frame into masonry
Doors
/ concrete use 3/16" tapcons 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 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
RS
12/31/2024
Vertical Mullion
5764
Doors
Non Impact
1" min. edge distance. Locate anchors as shown in installatiomdetails.
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 w/ min 2 1/2" edge distance. Locate anchors as shown in
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 1 1/4" 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
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 andjamb,
FL20461.17
R6
12/31/2021
door with transom
Smooth Star
Th@rma-Tru
N/A
Min. embedment of all anchors to be 11/4"
FL16107.3
R13 (R14)
12/31/2038,
Double Garage
16.2x7 73 W6
Clopay
N/A
3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C
PENDING APPROV L
Door
i
3/8" Simpson Titen heavy duty screw anchor with 1 1/8"'OD washer 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 1" OD washers with a
FL8248.11
R20
12j31/2023
Door ALT
8024
Wayne Dalton
N/A
1 9/32" thread penetration into seasoned dry wood supporting structure.
3/8" Simpson Titen heavy duty screw anchor with 2 3/4" embed min 6" between jamb
FL14170.7
R14 (1115)
12/31/2023,
Double Garage
Series 170-175, 177, 180-
Overhead
N/A
and bracket location. 2 3/4" min edge distance.
(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
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 lRXE
Polyglass USA
/ A
N/A
Self adhesive
(Alternate)
FL17322.1
R7
12/31/2024
Underlayment
WeatherMaster 1DD
Atlas Roofing Corp
N/A
Self adhesive - - -
-
(Alternate)
FL34546.1
R1
12/31/2024
Underlayment
Shield Granulated
Owens Corning
N/A
Self adhesive
(Alternate)
FL27076.16
RI
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.
FL19567.2
R2
9/21/2026
Off Ridge Vent
MMI
MILLINUM METALS
N/A
Install per manufacturers recommended requirements.
ALTERNATE
FL33919.1
R1
12/31/2024
Soffit
Variform Soffits
PlyGem
N/A
Install per manufacturers recommended requirements.
12/31/2023,
Install per manufacturers recommended requirements.
FL15272.1
R4 (RS)
(APPROVAL PENDING)
Soffit (Alt)
T2
Alside
N/A
1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" 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
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 @ 1 3/4" 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
6' span or more
panel MFG.
screw or all thread but with wing nuts.
FL17147.1
RS
6/27/2021
Zip System
Wall Sheathing
byber
N/A
Install per manufacturers recommended requirements.
Sheathing
Jam@ Hardie
Install per manufacturers recommended requirements.
FL13192.2
R6
12/31/2023
Lap Siding
Cemplank
Buildifl§ Products,
N/A
3
FL1392,1
R7
1/1/2055
Joists (2 Story
BCi
ESK=1336
N/A
Install per manufacturers recommended requirements., ,
Only)
Building Design
Product Design
Pressure
Pressure
(+38) / (-48)
(+50) / (-So)
(+38) / (-48) (+48.1 / (-48.1)
(+38) / (-48) I (+60) / (-60)
(+33) / (41) I (+48.2) / (-48.2)
(+36) / (-47)
(+47) / (-47)
(+29) / (-35)
(+36) / (42)
(+29) / (-35)
(+34.4) / (-38.3)
(+29) / (-35)
(+34.4) / (-38.3)
N/A I N/A
N/A
N/A
N/A
N/A
(+31.6) / (-38.8)
(+157) / (46.1)
(+31.6) / (-38.8)
(+75) / (-75)
N/A
(+47) / (-53)
N/A
(+45)/(-50)
N/A
N/A
CONTROL DATE 330. 1
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
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SU333DIV. & L 07':
ST LUCIE
COUNTY
MASTER PA
PROJECT#
ALODElz
EXPRESS
SHINGLE
GARAGE S1N'ING:
PAGE:
60 MPH EXP. C
APR 1 6 2021
MICHAEL C. ANDERSON
AR NO 17305
PRINT 03.30.21
DATE:
SCALE: 1 /4" =1' - 0"
SHEET
P AI