HomeMy WebLinkAboutRevisionOFFICE USE ONLY:
DATE FILED:
REVISION FEE:
/lef2
PERMIT # 2 / 011- — 6) f y j
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
LOCATION/SITE
ADDRESS:
�T�OI J'�07'Z� M /I, G '6 2JI�er-
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
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CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #:
BUSINESS NAME: D. e. ,yb2•�,v
QUALIFIERS NAME'. /dla,,,,y David SoaJ
ADDRESS: �a c.ltvflr da.vF
CITY: P94,44 /3* STATE: ZIP: 3Y-9'07
PHONE (DAYTIME):/ _ 7 37 777 y FAX:
OWNER/BUILDER INFORMATION:
NAME:
CITY:
PHONE(DA
STATE:
ARCHITECT/ENGINEER INFORMATION:
NAME:
rsP
FAX:
ZIP:
CITY: /n/d ✓l+n/ y q-Adak,¢ E.mq STATE: 7r=-L.- ZIP: S22!77
PHONE (DAYTIME): 2Z% - .15'O y - 3S9 / FAX:
SLCCC.• 9123109 REVISION
Revised 06130117
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 # 10
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,
File Copy
W--hael C. Anderson, Architect
Flo r�dE�fl nchite ct`�QR 1730 5
2194 Hwy AIA • Indian Harbour Beach, FL 32937 • Phone: (321) 802-3591
AA0003325
www.abdesigngroup.com
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File Copy
"ENjg�ON
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) J (-48)
(+48.1 / (-481)
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 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
Opaque single door with
FL20461.17
R6
12/31/2021
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
16.2x7 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)
Series 170-175, 177,
Overhead
N/A
jamb and bracket location. 2 3/4" min edge distance.
(+29) / (-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
Rl
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
RhinoRoof U20
Interwrap
N/A
shank nails spaced 6"O.C. at all laps and three staggard rows fastened 12" O.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
RI
12/31/2024
Underlayment (Alt)
Shield Granulated
Owens Coming
N/A
Self adhesive
Self adhesive
FL27076.16
RI
3/28/2023
Underlayment (Alt)
Weather Armor SB-1
APOC
N/A
nstall per manufacturers recommended requirements.
FL3792.5
R14
8/16/2021
Off Ridge Vent
770D
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 /2023
Soffit
2T Soffit Aluminum
Alside
N/A
Install per manufacturers recommended requirements.
(+31.6) / (-38 g)
(+75) / (-75)
Variform Soffits
Install per manufacturers recommended requirements. SEE PA2 FOR CODE
FL33919.1
RI
12/31/2024
Soffit (Alt)
PlyGem
N/A
I7RE S N S L TI N
(+31.6) / (-38.8)
(+157) / (-46.1)
Installufacturers recommende77=
FL16544A
R6
7/30/2023
Soffit (Alt)
Aluminum Soffit
Alpha Alum
N/A
(+31.6) / (-38.8)
(+54.2)/(-54.2)
FL37824.1
Rl
12/31/2023
Soffit (Alt)
Aluminum Soffit
Variform
N/A
(+31.6) J (-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) / 00)
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) / (-50)
more
MFG.
headed 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
2194 HWY AlA, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321802-3591
www.a bdesigngroup.com
AA #: 0003325
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ARCHITECT
STATE OF FLORIDA
OCT 14 2021
MICHAEL C. ANDERSON
AR NO 17305
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04321.200 010R1
MODEL:
EXPRESS
SHINGLE
GARAGE SWING:
PAGE:
60 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
T i
MICHAEL C. ANDERWIN
AR NO 17305
PR
INT
08/19/21
SCALE: 1 /4" =1' — 0"
SKEET
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Reviewed for Code
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Universal Engineering
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M16N MMUR:S E13TIO IN TABLES ARE BASED ON C{)MPARATSVE A"NA ii,ATIONAL
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!c, ,€.. 2021
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA 4i: 0003325
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MODEL
EXPRESS
SHINGLE
GARAGE S'NTIATG:
PAGE:
60 MPH EXP. C
ARCHFrECT
STATE OF FLORIDA
MICHAEL C. ANDERSON
AR NO 17305
r"aim `
DATE: 081921 / /
SCALE: 1/4"=1'-0"
SIMET
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