HomeMy WebLinkAboutProduct Review AffidavitFLORIDA PRODUCT REVISION EXPIRATION
FL # or Miami -Dade
I APPROVAL REVISION DATE Product
FL17499.2
FL15353.2
FL15349.1
FL15332.2
FL20461.17
FL16107.3
I`L8248.11
FL14170.7
` FL30310.1
R8 1 10/08/2023 1 SH Window
R5 1 12/31/2024 1 Vertical Mullion
Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit
Model # Manufacturer Glass Description Method of Attachment Building Design Product Design
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
185 SH Non Impact (+38) / (48) (+50) / (-5 )
Doors /concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" 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 1 1/4" minimum embed. w/
5754 Doors Non Impact 1" 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 1 1/4" 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 1 1/4" minimum
R14
4/3/2023
Fixed Window
185 PW
Non Impact
embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in
(+38) / (-48)
(+60) J (-60)
Doors
installation details.
For anchoring through
" me into wood framing or 2x buck use #10 wood screws with
sufficient length to act
e a 13/8" minimum embed. Into substrate. Locate anchors as
shown in elevations a
' installation details.For anchoring through frame into masonry
MI Window and
/ concrete use 3/16" ti
cons with sufficient length to achive a 1 1/4" minimum
R6
12/31/2024
Sliding Glass Door
Series 420 Aluminum SGD
Doors
Non Impact
embed. into substrate
min 2 1/2" edge distance. Locate anchors as shown in
(+33) / (-41)
(+48.2) / (4.2)
installation details.
1/4" concrete screw 6'
dge distance @ head, 4" edge distance @ jamb, 4" each side
of transom centerline I
bucking. Fastener spacing @ 15" o/c max. @ head and jamb.
R6
12/31/2021
Opaque single
Smooth Star
Therma-Tru
N/A
Min. embedment of all
i nchors to be 1 1/4"
(+36) / (-47)
(+47) / (-47)
door with transom
R13 R14
( )
12/31/2038,
Double Gara a
g
16.2x7 73 W6
Clopay
N/A
3/8" x 2'-3/4" Hilti sle
anchors 6" from ends,22" O/C
'
(+29) J (-35)
(+36) / (-42)
PENDING APPROVAL
Door
3/8" Simpson Titen he
y duty screw anchor with 1 1/8" OD washer into grout filled
CMU with min. emben
f 2 3/4", min. edge distance of 4" and min. end distance of 4".
Double Garage
8024
Wayne Dalton
N/A
Max fastener spacing
20". 3/8" dia. X 3" long lag screws with 1" OD washers with a
(+29) / (-35)
(+34.4) / (-38.3)
R20
12/31/2023
Door (ALT)
1 9/32" thread penetr
on into seasoned dry wood supporting structure.
3/8" Simpson Titen he y duty screw�hr 3/4" embed min 6" between Jamb
R14 (R15)
12/31/2023,
Double Garage
Series 170-175, 177, 180-
Overhead
N/A
and bracket location. /4" min edge distance.
(+29) / (-35)
(+34.4) / (-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"
R1
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.
-Dade approveolitiorrosion risistant tin caps and 12 ga. 1-1/4" annular ring
nails spaced 6" C. at all laps and three staggard rows fastened 12" O.C. in the
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.
Weatherivaster 100
Atlas Roofing Corp
N/A
Self adhesive
(Alternate)
-
Self adhesive
FL34546.1
R1
12/31/2024
Underlayment
(Alternate)
Shield Granulated
Owens Corning
N/A
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
requirements.
d dreq.
t f per manufacturers recommended
install/A
N
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
Rl
12/31/2024
Soffit
Variform Soffits
PlyGem
N/A
Install per manufacturers recommended requirements.
(+31.6) / (-38.8)
(+157) / (-46.:
Install per manufacturers recommended requirements.
FL15272:1
R4 (RS)
12/31/2023,
Soffit (Alt)
T2
Alside
N/A
(+31:6) / (-38.8)
(+75) / (-75)
(APPROVAL PENDING)
1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment@ 1 3/4" in
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)/(-$3)
FL16293.1
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
Hurricane Panels
Hurricane Storm
N/A
concrete / masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be headed
N/A
(+45)/(-SO)
FL16293.1
R3
12/31/2021
6' span or more
24 GAGE
panel MFG.
screw or all thread but with wing nuts.
ZipSystem Install per manufacturers recommended requirements.
FL17147.1 RS 6/27/2021 y Wall Sheathing Huber N/A N/AN/A
Sheathing
James Hardie Install per manufacturers recommended requirements.
FL13192.2 R6 12/31/2023 Lap Siding Cemplank dUilding Products, N/A
Inc
1 Joists (2 Story Install per manufactu 'rs recommended requirements.
ESR-1336 N/A
FL1392:1 R7 1/1/2055 Only) BCI
CONTROL DATE 34
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngrolup.com
AA #: 0003325
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SU'HDIV. 8a LOT:
ST LUCIE
COUNTY
MASTER PA
PROJECT#
MODEL:
EXPRESS
SHINGLE
GARAGE SWING:
PAGE:
160 MPH EXP. C
01�®
ARCHITEC'.T=
STATE OF FLORIDA
APR 16 20
MICHAEL C. ANDERSON
AR NO 17305
PRINT 03.30.21
DATE:
SCALE: 1/4"=V-0"
SHEET Q
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