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HomeMy WebLinkAboutRevision; Engineer Revision LetterOFFICE USE ONLY:
-DATE FILED: is+7
REVISION FEE: 75-1�0
LOCATION/SITE
ADDRESS:
7103 Brookline Ave
Fort Pierce, FL 34951
PERMIT SLC 1905-0755
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:
Engineer Revision Letter addressing the change in Storm Shutter product approval that was stated on the
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CBC1257700
BUSINESSNAME: WJHFLLLC-wade
QUALIFIERS NAME: Wade G. Jurney
ADDRESS: 3198 Aerial Way
CITY: Brookville
PHONE (DAYTIME): (813)606-4095
Homes
STATE: FL
OWNER/BUILDER INFORMATION:
NAME: WJHFL LLC
3091 Governors Lake Dr Ste 200
ST. LUCIE CO CERT. #:
ZIP: 34604
FAX: n/a
CITY: Peachtree Corners STATE: GA
PHONE (DAYTIME: 407-405-8683 Purchasing Manager FAX: n/a
ARCHITECT/ENGINEER INFORMATION:
NAME: Mulhern + Kulp
ADDRESS: a00Brooksic
CITY: Ambler
PHONE (DAYTIME):
SLCCC: 9123109
Revised 06130/17
{ve building 4, Suite 150
215-646-8001 X153
30071
FILE COPY
STATE: PA
FAX: rVa
RPLAIISIONILE COPY
ZIP: 19002
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APR 1 4 2020 .. .�� .
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Wade Jurney Homes Produce Approval/ NOA Index Sheet
Updated:04-14-2020
Product
Approval
Design
Impact
ComponentModel/Series
Attachment method
Approval #
Date
Pressures
Resist,
Roof
TAMKO Bldg. Products, Inc.
Asphalt Shingles
Roofing
3-Tab Glass Seal Elite
FL18355.1
12J12/2017
N/A
Standard Fastening Pattern. (For use on decks with slopes 2 in. per foot to 21 in. per foot.) One fastener 1 in. back from each end
and one 12 in. back from each end of the shingle fora total of 4 fasteners.
For slopes from 4:12 and higher RhinoRoof U20 is to be laid out horizontally (parallel) to the eave with the printed side up.
Horizontal laps should be 4" and Vertical laps should be 6"and anchored approximately 1" in from the edge. For low slope (less
Covering
Interwrap
Underlayment's
Roofing
RhinoroofU20
FL15216.1
12/12/2017
N/A
than 4:12) applications it is recommended to overlap 50% plus 1"The use of roofing hammer, pneumatic air or gas driven fastener
tools is acceptable. The use of straight edge cutting knives is recommended. For same day coverage with primary roofing
RhinoRoof U20 can be anchored with corrosive resistant 3/8" head x 1" leg roofing nails (ring shank preferred, smooth leg
acceptable),
Jamb, head, and Threshold Fasteners for this unit include #10 Wood Screws or 1/4" Tapcons. A Physical Shim must be placed in
Therma-Tru
Fiberglass
win$ door
Fiberglass 6-Panel
FL15225.5
9/21/2018
67
-67
Yes
Shim Space at each anchor location. Tapcon edge distance MIN 2-1/2". Wood Screw edge distance MIN 3/4", not to exceed 6"
Doors
O.C.
Attach door bracket tolamb w/ 5/16" x 1 5/8" lag screws not to exceed 24" O.C.. Door Jamb to be minimum 2x6 structural grade
Wayne Dalton
Overhead
D
uble Door
Series 9100
FL9174.6
2/13/2018
39.2
-43.7
Yes
lumber. Vinal or wood door stop nailed at maximun of 6" O.C. must overlap top and both ends of panels min 7/16" tp meet
negative pressures.
Nail fin Holes to Use for Fasteners Standard: Every Other Hole Impact: Every Hole Distance From Window Corners 4" or nearest
Ply Gem Windows
Vinyl Fixed
Window
Series 1500
FL16104.1
12/27/2017
55
-55
No
hole Bldg Framing Penetration 1" min. (local code may dictate) Min. Corrosion -Resistant Nail Size 3/8" Minimum Head diameter
Min. Corrosion -Resistant Screw Size #8 or Larger Pan Head
Nail fin Holes to Use for Fasteners Standard: Every Other Hole Impact: Every Hole Distance From Window Corners 4" or nearest
Windows/ Sliding Doors
Ply Gem Windows
Vinyl Single Hung
Window
Series 1500
FL16103.1
12/27/2017
50
-50
No
hole Bldg Framing Penetration 1" min. (local code may dictate) Min. Corrosion -Resistant Nail Size 3/8" Minimum Head diameter
Min. Corrosion -Resistant Screw Size #8 or Larger Pan Head
Vinyl Integral Mull (Twin
Nail fin Holes to Use for Fasteners Standard: Every Other Hole Impact: Every Hole Distance From Window Corners 4" or nearest
Ply Gem Windows
& Triple)
I Window
Series 1500
FL16100.2
10/17/2017
50
-50
No
hole Bldg Framing Penetration 1" min. (local code may dictate) Min. Corrosion -Resistant Nail Size 3/8" Minimum Head diameter
Min.. Corrosion -Resistant Screw Size #8 or Larger Pan Head
Mastic Eclipse 4.5"
Allow a min. of 1/32" between the back of the nail head, screw or staple crown and the nailing strip. Nails or staples should be
PI Gem Siding
y g
Mastic Vinyl
y
Sid ing
Dutch Lap
FL23885.1
12/12/2017
73.6
-73.6
Yes
placed approx.12"' to 16" apart. Leave a min. of 1/4" clearance at all openings and stops to allow for normal expansion and
contraction. Panels should be overlappei approx, I". Fasten panels approx.8" or more from the overlap seam.
Siding
Ply Gem Siding
Mastic Vinyl
Siding
Board and Batten
FL23885.1
12/12/2017
91
96,6
Yes
Nails are galvanized steel roofing nails, 1-1/2" long, with 1/8" diameter shanks, and 3/8'" dia: Heads. 16" vertical nail spacing. 7"
Vertical Vinyl Siding
horizontal nail spacing.
Ply Gem Siding
Mastic Vinyl
Siding
Cedar Discovery
FL23885.1
12j i2/2017
49.
-49.4
Yes
Nails are galvanized steel roofing nails, 1 1/2" long, with 1/8" diameter shanks, aria 3/8" dia. Heads. 18" (shake) vertical nail
Shake
spacing. 8" horizontal nail spacing.
24 Gauge Galvanized
24 Gauge Galvanized
41.4-10 diameter Panelmate Plus Anchors max, spacing of 6;5" o.c. (TOP) & 12.5"° 1(BOT.) Assuming 2W configuration. Refer to
Shutter
Global Protection Products, LLC
Storm Panel
FL15076.2
12/12/2017
20
-20
Yes
manufacturer installation specifications.
Steel
Steel Storm Panel
Ply Gem Siding
Mastic Vinyl
Soffit
Universal (Vinyl)
FL23352.1
12/12/2017
132.8
-38.7
N/A
Nails are galvanized steel roofing nails,1-1/2" long, with 1/8" diameter shanks, and 3/8"" dia. Heads - Or- Staples with 1" long legs
Soffit
X 1J16" (16 GA) Dia. in each nail hem.
Aluminum Coils, Inc.
Aluminum
Soffit
FL 12194.1
12/15/2017
80
-90
No
12" T-4 / 16" Q-4 Aluminum HT Soffit. Channel at the wail 3/4" x 1/4" crown staple in a diamond pattern at 24" O.C. Soffit side
3/4" x 1/4" crown staple at 8" O.C. Facia cap 13/4" x 072 1/4" head trim nail at 48" O.C. �
United Steel Production Co
Wood Connectors
HD28-21F
FL17232.3
12/21/2017
(14) 0.162" x 3-1/2" Long (16d) Nails into Header; (6) 0.148" x 3" Long (10d) Nails into Joist
United Steel Production Co
Wood Connectors
HD0210-21F
FL17241.8
8/14/2018
(14) 0.162" x 3-1/2" Long (16d) Nails into Header; (6) 0.148" x 3" Long (10d) Nails into Joist
Simpson Strong Tie Co
Wood Connectors
MSTA49
FL10852.8
12/13/2017
(26) 0.148" x 2-1/2" Long Nails
United Steel Production Cc
Wood Connectors
RT16A
FL17236.11
2/13/2018
-�
(9) 0.148" x 1-1/2" Long (10d) Nails into truss/rafter; (8) 0.148" x 3" Long (10d) Nails into Plate
Simpson Strong Tie Co
Wood Connectors
MTS16
FL10456.8
12/19/2017
(14) 0.148" x 3" Long Nails or (14) 0.148" x 1-1/2" Long Nails
Simpson Strong Tie Co
Wood Connectors
MTS12
FL10456.8
12/19/2017
(14) 0.148" x 3" Long Nails or (14) 0.148" x 1-1/2" Long Nails
United Steel Production Co
Wood Connectors
HTT45
FL17324.2
8/13/2017
Install Directly to Framing with 10d Common or 16d x 2-1/2"' Pnuematic
Simpson Strong Tie Co
Wood Connectors
MSTC40
FL10852.9
12/13/2017
(20) 0.148" x 3-1/4" Long Nails Minimum
Simpson Strong Tie Co
Wood Connectors
MSTC66
FL10852.9
12/13/2017
(54) 0.148" x 3-1/4" Long Nails Minimum .
United Steel Production Ca .
Wood Connectors
STAD14
FL17249.3
12/21/2017
(38) 0.148" x 3-1/4" Long Nails
Structural Components
United Steel Production Cc
Wood Connectors
ADTT-TZ
FL17324.1
12/21/2017
WS8-EXT wood screw or 3/8" HDG lag screw
Simpson Strong Tie Co
Wood Connectors
A35
FL10446.1
12/13/2017
(12) 0.131" x 1-1/2" Long Nails Minimum
United Steel Production Co
Wood Connectors
RT15
FL17236.10
2/13/2018
(5) 0.131" x 1-1/2" Long Nails into truss/rafter; (5) 0,131" x 2-1/2" Long Nails into Plate
United Steel Production Co
Wood Connectors
RT7AT
FL20872.1
12/12/2017
(5) 0.131" x 1-1/2" Long Nails into truss/rafter; (5) 0.131" x 1-1/2" Long Nails into Plate
United Steel Production Co
Wood Connectors
RT7A
FL17236.10
2/13/2018
(5) 0.131" x 2-1/2" Long Nails into truss/rafter; (5) 0.131" x 2-1/2"'Long Nails into Plate
Simpson Strong Tie Co
Wood Connectors
LCE4
FL10446.9
12/13/2017
(14) 0.162" x 3-1/2" Long Nails into Beam; (10) 0.162" x 3-1/20 Long Nails into Post
United Steel Production Co
Wood Connectors
CBE44
FL22052.1
8/13/2018
(12) 0.162" x 3-1/2" Long Nails into post
United Steel Production Co
Wood Connectors
FA4
FL17249.1
12/21/2017
(3) 0.148" x 1-1/2" Long Nails into side of sill plate; (3) 0.148" x 1-1/2" Long Nails into top of sill plate
United Steel Production Co
Wood Connectors
RS14-100
FL17244.28
10/14/2019
installed directly to Framing, (36) Min. 10d x 1-1/2" with 10d Common or 16d Sinker.
United Steel Production Co
Wood Connectors
KST272
FL17244.14
70/14/2019
(64) Min. 0.162" x 3-1/2" Long Nails
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M&K project number:
195-20000
project mgr: J S B
drawn by: .JAI
issue date: 041-14-2 0
REVISIONS:
date: initial:
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