HomeMy WebLinkAboutProduct Review AffidavitM
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Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit
FL # or Miami -Dade
FLORIDAPRODUCT
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" mjnimum embed. Into substrate. Locate anchors as
FL17499.2
R8
10/OS/2023
SH Window
185 SH
MI Window and
Non ,
shown in elevations and installation details.For anchoring through frame into mason
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 oc.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
1" min. edge distance.: Locate anchors as shown in installation details.
(+38) / (-48)
(+48.1 / (-48.1)
N
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
{+38) J (-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
12/31/20Z4
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)
(+482) / (-48.2)
installation details.
1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each side
Opaque single
of transom centerline to bucking. Fastenerspacing @ 15" o/c max. @head and jamb.
FL20461.17
R6
12/31/2021
door with transom
Smooth Star
Therma-Tru
N/A
Min. embedment of all anchors to be 11/4"
(+36) / (-47)
(+47) / (47)
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
(+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 screws with 1" OD washers with a
FL8248.11
RZO
12/31/2023
Door (ALT)
8024
Wayne Dalton
N/A
',
1 9/32" thread penetration into s �:asoned dry wood supporting structure.
(+29) / (-35,)
(+34:4) / (-38:3)
r`
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 (R15)
(PENDING APPROVAL)
Door (ALT)
185, 187
Overhead
N/A
and bracket location. 2 3/4" min edge distance.
(+29) / (-35)
(+34.4) / (-38.3)
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
Rl
12/31/2024
Roof
IKO SHINGLES
IKO Cambridge
N/A
above each cutout. Drive nails �traightso that nail head is flush with, but not cutting
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
RhinoRocf U20
Interwrap
N/A
FL5259.1
Rib
12/23/2023
Underlayment
Polystick lRXE
Polyglass USA
N/A
Self adhesive
.(Alternate)
-
FL17322.1
R7
12/31/2024
Underlayment
WeatherMaster100
Atlas Roofing Corp
N/A
Self adhesive
(Alternate)
'.
FL34546.1
Rl
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
FL3792.5
R14
8/16/2021
Off Ridgle 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
PI em
yG
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 (RSJ
(APPROVAL PENDING)
Soffit (Alt)
T2
Alside
N/A
( +31.6) / (38:8)
(+75) / (-75)
ess teel ate withbedment
FL16293.1
R3
12/31/2021
Hurricane Panels
24 GAGE
Hurncane Storm
N/A
c/oncrete / maslonrys2 1/2" rnln.0etlge distance, m x. spacing, Can�be headed
N/A
Less than 6' span
p
panel MFG.
p
screw or all thread but with Ag nuts.
(+47) / (-531
1/4" x 20 stainless steel or ELCO Panelmate withminimum embedment @ 1 3/4" iHurricaneHu
FL16293.1
R3
12/31/2021
cane 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
6' span or more
p
p anel MFG.
screw or all thread but with wing nuts.
(+45) (50)
/
FL17147.1
R5
6/27/2021
Zip System
Wall Sheathing
Huber'
N/A
Install per manufacturers recontne n d e d requirements.
N/A
Sheathing
James Hardie
Install per manufacturers recormended requireenerits.
FL13192.2
R6
12/31/2023
Lap Siding
Cemplank
Building Products,
N/A
II
Inc
C.,mphance
FL1392.1
R7
1/1/2055
I Joists (2 Story
BCI
ESR-1336
N/A
Install per manufacturers rec mended requirements.
=rinc
Sciences
Or
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORI DA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
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J C�_
COUNTY
MASTER P /Ak
PROJECT
MODEL,:_
EXPRESS
SHINGLE
GARAGE SWING:
PAGE:
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
r
MICHAEL C. ANDERSON
AR NO 17305
P03.30.21
DATE:
SCALE:1/4"-1' 0"
SHEET
V AI
III
aid
CONTROL DATE 33021
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