HomeMy WebLinkAboutRevisions
OFFICE USE ONLY:
DATE FILED:
REVISION FEE:
PERMIT #
RECEIPT #
RECEIVED
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
OCT 27
2300 VIRGINIA AVENUE
2021
FORT PIERCE, FL 34982.5652
&L Lucie Cc�.;,
Permitting .
(772) 462.1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
-:?2.3/
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
2Eli/s/Y1i✓ Fa/L 5a.e,�=�T /�-E-Cy✓!/�--ENS C-'Orj wJG 4d D2.4re�:✓(,,--
S/fowi's No /1.-E4v/rLE.v.6 fa2._ Zx A,"41"C--eL &IIAL-00p.A).6 ¢/bcrSE
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #:
BUSINESS NAME: D_
QUALIFIERS NAME: l3n�.r✓ 9ayiclsosy
ADDRESS: iYj�o c�Lc �2 d2rvE
CITY: p,7 &,4, ,3 yy STATE: L--L ZIP: 32 5'0 7
PHONE (DAYTIME): 22-/-733 7972 FAX:
OWNER/BUILDER INFORMATION:
NAME:
CITY:
PHONE (DAYTIME:
STATE:
ARCHITECTIENGINEER INFORMATION:
NAME: s
ADDRESS:
0 v/'
FAX:
ZIP:
CITY: 1,yJs/rA) STATE: L ZIP:
PHONE (DAYTIME):Zl -?a 2 - 3S9 ( FAX:
SLCCC: 9123109 R
,rye �I T
Revised 06130117 '� /' �� n, ;
File Copy
A R C H I T E C T S
Design
Group «
October 12th, 2021
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Ave.
Fort Pierce, FI. 34982
(772) 462-2172
Express Homes
Creekside Lot # 5
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.
Michael C. Anderson, Architect
Florida Architect #AR17305
AeC'00
4�`�
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kO Q�T GFo
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b r4`,Lh�'1
REVISKOFh=
2194 Hwy AIA, Suite 301 IndianHarbour Beach, FL 32937 • Phone: (321) 802-3591
www.abdesigngroup.com
®Reviewed for Code
univ�eN�� nB
Product Approval Submittal Affidavit
FL # or Miami-
Dade
FLORIDA PRODUCT
APPROVAL
REVISION
REVISION
EXPIRATION DATE
Product
Model #
Manufacturer
Glass
Description
Method of Attachment
Building Design
Pressure
Product Design
Pressure
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
FL17499.2
R8
10/08/2023
SH Window
185 SH
MI Window and Doors
Non Impact
anchors as shown in elevations and installation details.For anchoring through frame
into masonry / concrete use 3/16" tapcons with sufficient length to achive a 1 1/4"
(+38) / (-48)
(+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
FL15353.2
R5
12/31/2024
Vertical Mullion
5764
MI Window and Doors
Non Impact
in installation details.For anchoring through frame into masonry / concrete use
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
FL15349.1
R14
4/3/2023
Fixed Window
185 PW
MI Window and Doors
Non Impact
anchors as shown in elevations and installation details.For anchoring through frame
into masonry / concrete use 3/16" tapcons with sufficient length to achive a 1 1/4"
minimum embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as
(+38) / (-48)
(+60)
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
FL146341
IRS
12/3112022
Sliding Glass Door
Builders Series 4780
Ply Gem
Non Impact
anchors as shown in elevations and installation details.For anchoring through frame
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
FL15332.2
R6
12/31/2024
Sliding Glass Door (Alt)
Series 420
Aluminum SGD
MI Window and Doors
Non Impact
anchors as shown in elevations and installation details.For anchoring through frame
into masonry / concrete use 3/16" tapcons with sufficient length to achive a 1 1/4"
minimum embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as
shown in installation details.
FL20461.17
R6
12/31/2021
Opaque single door with
transom
Smooth Star
Therma-Tru
N/A
1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each
side of transom centerline to bucking. Fasteners spacing
g� p g @ 15" o/c max. @head and
jamb. Min. embedment of all anchors to be 1 1/4"
(+3b} / (47 )
+47
( ) / (-47)
FL16107.3
R14
12/31J2023
Double Garage Door
16.2x7 73 W6
Clopay
N/A
3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C
(+29) / 05)
(+36) / (-42)
3/8" Simpson Titen heavy duty screw anchor with 1 1/8" OD washer into grout
FL8248.11
R20
12/31/2023
Double Garage Door (Alt)
8024
Wayne Dalton
N/A
filled CMU with min. emben of 2 3/4", min. edge distance of 4" and min. end
distance of 4". Max fastener spacing of 20". 3/8" dia. X 3" long lag screws with 1"
OD washers with a 1 9/32" thread penetration into seasoned dry wood supporting
(+29) / (-35)
structure.
FL14170.7
R14
12/31/2023
Double Gara a Door Alt
g ( )
Series -185, 8177,
18D-185, 187
Overhead
N/A
3/8" Simpson Titen heavy duty screw anchor with 2 3/4" embed min 6" between
jamb and bracket location. 2 3/4" min edge distance.
j
(+29) / (-35)
(+34.4) / (-38.3)
Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia.
FL30310.1
RI
12/31/2024
Roof
IKO SHINGLES
IKO Cambridge
N/A
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" above each cutout. Drive nails straight so that nail head is flush with, but
N/A
N/A
not cutting into shingle surface.
FL15216.1
R8
12/31/2023
Underlayment
RhinoRoof U20
Interwrap
N/A
Miami -Dade approved corrosion risistant tin caps and 12 ga. 1-1/4" annular ring
shank nails spaced il at all laps and three staggard rows fastened 12" Q.C. in
the field.
FL5259.1
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 Coming
N/A
Self adhesive
FL27076.16
R1
3/28/2023
Underlayment (Alt)
Weather Armor SB-1
APOC
N/A
Self adhesive
FL3792.5
R14
$J16/2021
Off Ridge Vent
770D
Lomanaco
N/A
Install per manufacturers recommended requirements.
N/A
N/A
FL19567.2
R2
9/21/2026
Off Ridge Vent (Alt)
MMI
MILLINUM METALS
N/A
Install per manufacturers recommended requirements.
N/A
N/A
FL15272.1
IRS
12/31/2023
Soffit
2T Soffit Aluminum
Alside
N/A
Install per manufacturers recommended requirements.
FL33919.1
R1
12/31/2024
Soffit (Alt)
Variform Soffits
PI Gem
y
N A
/
Install per manufacturers recommended requirements. SEE PA2 FOR CODE
(+157) / (-46.1)
a
FL16544.1
IRS
7/30/2023
Soffit (Alt)
Aluminum Soffit
Alpha Alum
Install
N/A
per manufacturers recommended requirements.
(+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)
FL12194.2
R11
6/19/2025
Soffit (Alt)
T4 Soffit
Aluminum Coils
N/A Install
per manufacturers recommended requirements.
J (-38.8)
FL16293.1
R3
12/31/2021
Hurricane Panels Less than
6' sp an
Hurricane
24 GAGE
Storm panel
MFG.
N/A concrete
headed
1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in
/ masonry, 2 1/2" min. edge distance, 12" of max. spacing. Can be
screw or all thread but with wing nuts..
N/A
(+47) / (-53)
FL16293.1
R3
12/31/2021
Hurricane Panels 6' span or
more
Hurricane
24 GAGE
Storm panel
MFG.
1/4"
N/A concrete
headed
x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in
/ masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be
screw or all thread but with wing nuts.
N/A
FL17147.1
R5
6/27/2021
Zip System Sheathing
Wall Sheathing
Huber
N/A Install
per manufacturers recommended requirements.
N/A
N/A
DATE 08.1132021
CONTROL
2194 H WY AILA, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-8023591
www.abdesigngroup.com
AA #: 0003325 J
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SUBDIV. de LOT:
CREEKSIDE
PHASE 2
LOT # 5
PROJECT#
04321.200 005R1
ML ODE
EXPRESS
SHINGLE
1P60
A %Al S'wING:
AG3C:
MPH EXP.
ARCHITECT:
STATE OF FLORIDA
OCT 14 2021
MICHAEL C. ANDERSON
L AR NO 17305 J
DAPTE. 08/19/21
SCALE: 1 /4"=1' - 0"
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PROFILE: AND NOTES
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1710 PREMIER ROW
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Luis R. Lomas P.C.
FL No.! 52514
BILL OF MATERIALS
litTEM II PART NUMBER I DESCRIPTION MANUFACTURER MATERIAL
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STAPLE DlAWYM AA?TERi4
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1710 PREMIER Row
ORLANDO, FL 32"
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INSTALLATION DETAILS
OS 02198
08/05/13 s'I OF 4
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SIGNED: 09.S23v 2Ct21
ti��N�s1 R..Ih�/%r1.
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4SATOFII
LA-s R. LaInI P.L.
rL No.: 52511
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-8023591
www.abdesigngroup.com
IIIlIII AA #: 0003325
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SUBDIV. Se LOT:
CREEKSIDE
PHASE 2
LOT # 5
PROJECT#
04321.200 005R1
310DEIO
EXPRESS
SHINGLE
GARAGE SWING:
PAGE:
60 MPH EXP. C
DATE 08/19/21
SCALE: 1/4"=1'-0"
SHEET
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2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802.3591
www.abdesigngroup.com
AA #: 0003325 J
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CREEKSIDE
PHASE 2
LOT # 5
PROJECT:
04321.200 005R1
MODEL:
EXPRESS
SHINGLE
GARAGE sWiNG:
PAGE:
60 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
MICHAEL C. ANDERSON
AR NO 17305
PRMT DATE: 08/19/21
SCALE: 1/4"=1'-0"
SKEET
1