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DATE FILED: _
REVISION FEE:
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LOCATION/SITE
ADDRESS:
PERMIT#
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982 5652
(772)462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
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CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #:
BUSINESS NAME: d. �_ /ec a,7-p,U
QUALIFIERS NAME: vi Sc AJ
ADDRESS: /1?o 62file-
CITY: -,o, Llyy STATE: ,C!- ZIP: 32 yo7
PHONE (DAYTIME):. 3z/-73� - 7y7y FAX:
OWNER/BUILDER INFORMATION:
NAME:
CITY:
PHONE
STATE:
ARCHITECT/ENGINEER INFORMATION:
NAME: A..0 D esiG .v G-- o vF'
ADDRESS: Zl5`Y f/t✓y /fi/A
CITY. 9ft2l1 ova rit-sty STATE:
PHONE (DAYTIME): 3Zt - ;3G2 - 35"9/
SLCCC: 9123109
Revised 06130/17
FAX:
WIN%
ZIP:
File COPY
October 12th, 2021
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Ave.
Fort Pierce, FI. 34982
(772) 462-2172
Express Homes
Creekside Lot # 17
Product Approval Revisions
To Whom it may concern,
At the builders request we have revised the product approvals to the latest product
specifications. Please see the attached revised sheets.
Sincerely,
Michael C. Anderson, Architect
Florida Architect #AR173O5
REVISION
File Copy
194 Hwy AIA • Indian Harbour Beach, FL 32937 • Phone: (32
AA0003325
www.abdesigngroup.com
00D a11A
NOISI/\=R3
Revliwed fff Inn Co'*C
E9 Univerceerim
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Product Approval Submittal Affidavit
FL # or Miami-
FLORIDA PRODUCT
REVISION
Glass
Building Design
Product Design
APPROVAL
Product
Model #
Manufacturer
Method of Attachment
Dade
EXPIRATION DATE
Description
Pressure
Pressure
REVISION
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
FL17499.2
R8
10/08/2023
SH Window
185 SH
MI Window and Doors
Non Impact
into masonry / concrete use 3/16" tapcons with sufficient length to achive a 1 1/4"
(+38) / (-48)
(+50) / (-50)
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 1 3/8" minimum embed. Locate anchors as shown
in installation details.For anchoring through frame into masonry / concrete use
FL15353.2
R5
12/31/2024
Vertical Mullion
5764
MI Window and Doors
Non Impact
1/4" ELCO ultracon tapcons with sufficient length to achive a 1 1/4" minimum
(+38) / (-48)
(+48.1 / (-48.1)
embed. w/ 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 1 1/4" minimum embed. Into substrate. Locate
anchors as shown in elevations and installation details.For anchoring through frame
FL15349.1
R14
4/3/2023
Fixed Window
185 PW
MI Window and Doors
Non Impact
into masonry / concrete use 3/16" tapcons with sufficient length to achive a 1 1/4"
(+38) / (-48)
(+60) / (-60)
minimum 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 1 3/8" minimum embed. Into substrate. Locate
anchors as shown in elevations and installation details.For anchoring through frame
FL14634.1
R5
12/31/2022
Sliding Glass Door
Builders Series 4780
Ply Gem
Non Impact
into masonry / concrete use 3/16" tapcons with sufficient length to achive a 1 1/4"
(+33) / (-41)
(+50) / (-50)
minimum 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 1 3/8" minimum embed. Into substrate. Locate
anchors as shown in elevations and installation details.For anchoring through frame
FL15332.2
R6
12/31/2024
Sliding Glass Door (Alt)
Series 420
MI Window and Doors
Non Impact
into masonry / concrete use 3/16" tapcons with sufficient length to achive a 1 1/4"
(+33) / (-41)
(+48.2) / (-48.2)
Aluminum SGD
minimum embed. Into substrate wJ 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
F1_20461.17
R6
12/31/2021
Opaque single door with
Smooth Star
Therma-Tru
N/A
side of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and
(+36) / (-47)
(+47) / (-47)
transom
jamb. Min. embedment of all anchors to be 1 1/4"
3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C
FL16107.3
R14
12/31/2023
Double Garage Door
16.20 73 W6
Clopay
N/A
(+29) / (-35)
(+36) / (-42)
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
FL8248.11
R20
12/31/2023
Double Garage Door (Alt)
8024
Wayne Dalton
N/A
distance of 4". Max fastener spacing of 20". 3/8" dia. X 3" long lag screws with 1"
(+29) / (-35)
(+34.4) / (-38.3)
OD washers with 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
FL14170.7
R14
12/31/2023
Double Garage Door (Alt)
g )
Series 170-175, 177,
Overhead
N/A
jamb and bracket location. 2 3/4" min edge distance.
J g
+29
( ) J (-35)
+34.4
( ) / (-38.3)
180-185, 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
FL30310.1
R1
12/31/2024
Roof
IKO SHINGLES
IKO Cambridge
N/A
per shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end
N/A
N/A
and 1/2" 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
FL15216.1
R8
12/31/2023
Underlayment
Rhino Roof U20
Interwrap
N/A
shank nails spaced 6"O.C. at all laps and three staggard rows fastened 12" Q.C. in
the field.
F1_5259A
R32
12/23/2023
Underlayment (Alt)
Polystick IRXE
Polyglass USA
N/A
Self adhesive
FL17322.1
R7
12/31/2024
Underlayment (Alt)
WeatherMaster 100
Atlas Roofing Corp
N/A
Self adhesive
FL34546.1
R1
12/31/2024
Underlayment (Alt)
Shield Granulated
Owens Corning
N/A
Self adhesive
Self adhesive
FL27076.16
R1
3/28/2023
Underlayment (Alt)
Weather Armor SB-1
APOC
N/A
Install per manufacturers recommended requirements.
FL3792.5
R14
8/16/2021
Off Ridge Vent
7700
Lomanaco
N/A
N/A
N/A
Install per manufacturers recommended requirements.
FL19567.2
R2
9/21/2026
Off Ridge Vent (Alt)
MMI
MILLINUM METALS
N/A
N/A
N/A
FL15272.1
RS
12 31/2023
J
Soffit
2T Soffit Aluminum
Alside
N/A
Install per manufacturers recommended requirements.
+31.6) / (-38.8
( )
+75 (75)
( ) /
Variform Soffits
Install per manufacturers recommended requirements. SEE PA2 FOR CODE
FL33919.1
R1
12/31/2024
Soffit (Alt)
PlyGem
N/A
IR E TS N NS AL TI N
(+31.6) / (-38.8)
(+157) / (-46.1)
Install per manufacturers recommended requirements.
FL16544.1
R6
7/30/2023
Soffit (Alt)
Aluminum Soffit
Alpha Alum
N/A
(+31.6) / (-38.8)
(+54.2)/(-54.2)
FL37824.1
R1
12/31/2023
Soffit (Alt)
Aluminum Soffit
Variform
N/A
(+31.6) / (-38.8)
(+106.8)/(-141.6)
Install per manufacturers recommended requirements.
FL12194.2
R11
6/19/2025
Soffit (Alt)
T4 Soffit
Aluminum Coils
N/A
(+31.6) J (-38.8)
(+80) / (-90)
1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in
FL16293.1
R3
12/31/2021
Hurricane Panels Less than
24 GAGE
Hurricane Storm panel
N/A
concrete / masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be
N/A
(+47) / (-53)
6' s an
p
MFG.
headed 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 6' span or
24 GAGE
Hurricane Storm panel
N/A
concrete / masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be
N/A
(+45) J (-50)
more
MFG.
headed screw or all thread but with wing nuts.
FL17147.1
R5
6/27/2021
Zip System Sheathing
Wall Sheathing
Huber
N/A
Install per manufacturers recommended requirements.
N/A
N/A
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
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SUBDIV. d¢ LOT:
CREEKSIDE
PHASE 2
LOT # 17
PROJECT#
04321.200 0171R1
MODEL:
EXPRESS
SHINGLE
GARAGE SWING:
PAGE:
60 MPH EXP. C
ARCHITECT.
STATE OF FLORIDA
/1
OCT 14 2021
MICHAEL C. ANDERSON
AR NO 17305
DARTS 08/19/21
SCALE: 1, - 0"
SHEET
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rL Na.: 5251 r1
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802.3591
www.abdesigngroup.com
AA #: 0003325
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SVHDIV. dE LOT:
CREEKSIDE
PHASE 2
LOT # 17
PROJECT*
04321.200 017R1
MODEL:
EXPRESS
SHINGLE
GA1ZAt#E 31W MQ':
PAQ'E:
60 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
ACT 14 -2021
WCHAEL C. ANDERSON
AR NO 17305
` DAATE7%% 08/19/21
:
SCALE: 1/4"=1'-0"
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MODEL:
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PAGE:
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ARCHITECT
STATE OF FLORIDA
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' MICHAEL C. ANDERSON
AR NO 17305
rSsaim a 08 19 21
DATE- / /
SCALE: 1/4"=l'-0"
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