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
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
(+38)/(-48)
(+50)/(-50)
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. wf
FL15353.2
RS
12/31/2024
Vertical Mullion
5764
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 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 wf 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) f (-41)
(+48.2) / (-48Z)
installation details.
1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each side
of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and jamb.
FL20461.17
R6
12/31/2021
Opaque single
Smooth Star
Therma-Tru
N/A
Min. embedment of all anchors to be 11/4"
(+36) / (47)
(+47) / (-47)
door with transom
FL16107.3
R13 (1114)
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
(+29) / (-35)
(+36) / (-42)
PENDING APPROVAL
Door
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 screvywith 1" OD washers with a
FL8248.11
R20
12/31/2023--
Door
8024
WaVne Dalton
N/A
p dry pporting structure.
1 9/32" thread penetration into seasoned d wood supporting
(+29) / (-35)
(+34.4) / (-38.3)
3/8" Simpson Titen heavy duty screw anchor with 2 3/4" embed min 6" between jamb
FL14170.7
R14 (R15)
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) / (-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
R1
12/31/2024
Roof
KO 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 ail 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
(glterna te)
FL17322.1
R7
12/31/2024
Underlayment
WeatherMaster 1Qo
Atlas Roofing Corp
N/A
Self adhesive
(Alternate)
FL34546.1'
R1
12/31J2024
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
9f21/20Z6
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)
Install per manufacturers recommended requirements.
FL15272.1
R4 (R5)
12/31/2023;
Soffit (Alt)
T2
Alside
N/A
(+31.6) / (-38.8)
(+75) / (-75)
(APPROVAL PENDING)
1/4" x 20stainless steel or ELCO Panelmate with minimum embedment @ 13/4" in
FL16293.1
R3
12/31/2021
Hurricane Panels
Z4 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)
an or more
6' span
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
J@nes Hardie
Install per manufacturers recommended requirements.
FL13192.2
R6
12/31/2023
Lap Siding
Cemplank
Building Products,
N/A
Inc
FSR-1336
1 Joists (2 Story
N/A -
Install per manufacturers recommended requirements.
FL1392.1
R7
1/1/2055
BC]
Only)
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321.8023591
www.abdesigngroup.com
AA #: 0003325
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SUBDIV. & LOT:
ST LUCIE.
COUNTY
MASTER' PA
PROJ CT#
MODEL:
EXPRESS
SHINGLE
GARAGE SWING:
PAGE:
160 MPH E��P. C
ARCHITECI`:
STATE OF FLORIDA
APR 16 2021
MICHAEL C. ANDEF ISON
AR NO 17305
P
03.30.211/4"=1'-0" oA 1 F®`
CONTROL DATE 33MI