HomeMy WebLinkAboutProduct Review Affidavite
"AMON"r
Planning & Development Services Department
0 Building & Regulations Division
Y _ 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 a
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 masonr
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 buckuse#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 installation details.
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 a
shown in elevations and installation details.For anchoring through frame into masonn,
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 a
shown in elevations and installation details.For anchoring through frame into masonr)
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
installation details.
1/4" concrete screw 6" edge distance @ head, 4" edge, distance @ jamb, 4" each side
Opaque single
of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and jamb.
FL20461.17
R6
12/31/2021
door with transom
Smooth Star
Therme-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" x2-3/4" Hilti sleeve anchors 6" from ends 22" O/C
PENDING APPROVAL
Door
3/8" Simpson Titen heavy duty screw anchor with°i 1/8" OD washer into grout filled
CMU with min, emben of 23/4", min. edge distance of 4" and min. end distance of 4".
FL8248 11
R20
12/31/2023
Double Garage
8024
Wayne Dalton
N/A
Max fastener spacing of 20". 3/8" dia. 3" long lag screwsWth 1" OD washers with
�i. dp'w,n
uxfAWv.i� FYl $^Ir
°•
Door (ALT)
1 9/32" thread penetration into seasoned dry wo upportng structure.
12/31/2023,
Double Garage
Series 170-175,177, 180-
3/8" Simpson Titen heavy duty screw anchor with 2 3/4" embed min 6" between jamb
FL14170.7
R14 IRIS)
(PENDING APPROVAL)
Door (ALT)
185,187
Overhead
N/A
and bracket location. 2 3/4" min edge distance. ,
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 pei
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
1KO 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 pp caps p and 12 g a. 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
Underla ment
Self adhesive
FL5259.1
R32
12/23/2023
y
(Alternate)
Polystick IRXE
Polyglass USA
N/A
'..
FL17322.1
R7
12/31/2024
Underlayment
(Alternate)
WeatherMaster loo
Atlas Roofing Corp
N/A
Self adhesive
-
FL34546.1
RI
12/31/2024
Underlayment
Shield Granulated
Owens Corning
N/A
Self adhesive
(Alternate)
fL27076.16
Rl
3/28/2023
Underlayment
Weather Armor $B 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 @ 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
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
Hub@r
N/A
Install per manufacturers recommended requirements.
Sheathing
James P-prdie
Install per manufacturers recommended requirements.
FL131921
R6
12/31/2023
Lap Siding
Cemplank
Building PFoducts,
IflF
N/A
FL1392,1
R7
1/1/2055
I Joists (2 Story
BCI
ESR-1336
N/A
Install per manufacturers recommended requirements.
Building Design
Pressure
Product Design
Pressure
s
(+38) / (-48)
(+50) / (-50)
(+38) / (-48)
(+38) / (-48)
(+48.1 / (-48.1)
(+60) / (-60)
i
(+33) / (-41)
(+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
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
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT:
ST LUCIE
COUNTY
MASTER PA
PROJECT*
MODEL:
EXPRtSS
SHINGLE
GARAGE SWING:
PAGE:
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
e_
APR 1 6 2021
MICHAEL C. ANDERSON
AR NO 17305 Moll
a Na%
I'itINT 03.30.21
DATE:
SCALE: 1 /4" =1' - 0"
CONTROL DATE 33021 J
OV