Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
HomeMy WebLinkAboutREVISION PRODUCT APPROVAL - NOA INDEX SHEET - LARGE VERSIONIn
O
i
cz
"VISION
F Q�%O P
W FOH
CODE COMPLIANO
ST. L CIE COUNT"
'if
Covering
Doors
Windows/ Sliding Doors
ME
Shutter
Soffit
Structural Components
TAMKO Bldg. Products, Inc.
Interwrap
Therma-Tru
Wayne Dalton
Ply Gem Windows
Component
Asphalt Shingles
Underlayment's
Fiberglass
Overhead
Vinyl Fixed
Product Approval Design
Model/Series
Approval # Date Pressures
Roofing 3-Tab Glass Seal Elite FL18355.1 1 12/12/2017 1
Roofing I RhinoroofU20 I FL15216.1 1 12/12/2017
Swing door
Fiberglass 6-Panel
FL15225.5
9/21/2018
Double Door
Series 9100
FL9174.6
2/13/2018
Window
Series 1500
FL16104.1
12/27/2017
Ply Gem Windows Vinyl Single Hung Window Series 1500 FL16103.1 12/27/2017
Vinyl Integral Mull (Twin
.-V
39.E
55
50
Ply Gem Windows
Window
Series 1500
FL16100.2
10/17/2017
50
& Triple)
Ply Gem Siding
Mastic Vinyl
Siding
Mastic Eclipse 4.5"
FL23$$5.1
12/12/2017
73.6
Dutch Lap
Ply Gem Siding
Mastic Vinyl
Siding
Board and Batten
FL23885.1
12/12/2017
96.6
Vertical Vinyl Siding
Ply Gem Siding
Mastic Vinyl
Siding
Cedar DiscoveryShake
FL23885.1
12/12/2017
49A
Global Protection Products, LLC
24 Gauge Galvanized
Storm Panel
24 Gauge Galvanized
FL15076.2
12/12/2017
20
Steel
Steel Storm Panel
Ply Gem Siding
Mastic Vinyl
Soffit
Universal (Vinyl)
FL23352.1
12/12/2017
132.8
Aluminum Coils, Inc.
Aluminum
Soffit
FL 12194.1
12/15/2017
80
United Steel Production Co
Wood Connectors
HD28-21F
FL17232.3
12/21/2017
United Steel Production Co
Wood Connectors
HD0210-21F
FL17241.8
8/14/2018
Simpson Strong Tie Co
Wood Connectors
MSTA49
FL10852.8
12/13/2017
United Steel Production Co
Wood Connectors
RT16A
FL17236.11
2/13/2018
Simpson Strong Tie Co
Wood Connectors
MTS16
FL10456.8
12/19/2017
Simpson Strong Tie Co
Wood Connectors
MTS12
FL10456.8
12/19/2017
United Steel Production Co
Wood Connectors
HTT45
FL17324.2
8/13/2017
Simpson Strong Tie Co
Wood Connectors
MSTC40
FL10852.9
12/13/2017
Simpson Strong Tie Co
Wood Connectors
MSTC66
FL10852.9
12/13/2017
United Steel Production Co
Wood Connectors
STAD14
FL17249.3
12/21/2017
United Steel Production Co
Wood Connectors
ADTT-TZ
FL17324.1
12/21/2017
Simpson Strong Tie Co
Wood Connectors
A35
FL10446.1
12/13/2017
United Steel Production Co
Wood Connectors
RT15
FL17236.10
2/13/2018
United Steel Production Co
Wood Connectors
RT7AT
FL20872.1
12/12/2017
,
United Steel Production Co
Wood Connectors
RT7A
FL17236.10
2/13/2018
Simpson Strong Tie Co
Wood Connectors
LCE4
FL10446.9
12/13/2017
United Steel Production Co
Wood Connectors
CBE44
FL22052.1
8/13/2018
United Steel Production Co
Wood Connectors
FA4
FL17249.1
12/21/2017
United Steel Production Co
Wood Connectors
RS14-100
FL17244.28
10/14/2019
United Steel Production Co
Wood Connectors
KST272
FL17244.14
10/14/2019
[ON
-43.7
-55
go]
-73.6
Impact Attachment method
Resist.
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 for a 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
than 4:12) applications it is recommended to overlap 50% plus 1"The use of roofing (jammer, pneumatic air or gas driven fastener
N/A 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
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"
O.C.
Attach door bracket to jamb w/ 5/16" x 1 5/8" lag screws not to exceed 24" O.C.. Door Jamb to be minimum 2x6 structural grade
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
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
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
No hole Bldg Framing Penetration J." min. (local code may dictate) Min. Corrosion -Resistant Nail Size 3/1�1" Minimum Head diameter
Min. Corrosion -Resistant Screw Size #8 or Larger Pan Head
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
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 overlapper=d approx. 1", Fasten panels approx. 8" or more from the overlap seam.
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"
Yes horizontal nail spacing.
Nails are galvanized steel roofing nails, 1-1/2" long, with 1/8" diameter shanks, and 3/8" dia. Heads. 18" (shake) vertical nail
Yes spacing. 8" horizontal nail spacing.
Ram
#14-10 diameter Panelmate Plus Anchors max. spacing of 6.5" o.c. (TOP) & 12.5" o.c. (BOT.) Assuming 2W configuration. Refer to
Yes manufacturer installation specifications.
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
N/A X 1/16" (16 GA) Dia. in each nail hem.
12" T-4 / 16" Ct-4 Aluminum HT Soffit. Channel at the wall 3/4" x 1/4" crown staple in a diamond pattern at 24" O.C. Soffit side
No 3/4" x 1/4" crown staple at 8" O,C. Facia cap 13/4" x 0721/4" head trim nail at 48" O.C.
(14) 0.162" x 3-1/2" Long (16d) Nails into Header; (6) 0.148" x 3" Long (10d) Nails Into Joist
(14) 0.162" x 3-1/2" Long (16d) Nails into Header; (6) 0.148" x 3" Long (10d) Nails into Joist
(26) 0.148" x 2-1/2" Long Nails
(9) 0.148" x 1-1/2" Long (10d) Nails into truss/rafter; (8) 0.148" y 3" Long (10d) Nails into Plate
(14) 0.148" x 3" Long Nails or (14) 0.148" x 1-112" Long Nails
(14) 0.148" x 3" Long Nails or (14) 0.148" x 1-1/2" Long Nails
Install Directly to Framing with 10d Common or 16d x 2-1/2" Pnuematic
(20) 0.148" x 3-1/4" Long Nails Minimum
(54) 0.148" x 3-1/4" Long Nails Minimum
(38) 0.148" x 3-1/4" Long Nails
WS8-EXT wood screw or 3/8" HDG lag screw
(12) 0.131" x 1-1/2" Long Nails Minimum
(5) 0.131" x 1-1/2" Long Nails into truss/rafter; (5) 0.131" x 2-1/2" Long Nails into Plate
(5) 0.131" x 1-1/2" Long Nails into truss/rafter; (5) 0.131" x 1-1/2" Long Nails into Plate
(5) 0.131" x 2-1/2" Long Nails into truss/rafter; (5) 0.131" x 2-1/2" Long Nails into Plate
(14) 0.162" x 3-1/2" Long Nails into Beam; (10) 0.162" x 3-1/2" Long Nails into Post
(12) 0.162" x 3-1/2" Long Nails into post
(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
Installed directly to Framing, (36) Min. 10d x 1-1/2" with 10d Common or 16d Sinker.
(64) Min. 0.162" x 3-1/2" Long Nails
SCANNE[)
St. Lmiill Cromts
I Pi
seal: APR $ 9 202o
,olitti%tf1/o/
G.
A7E OFAL
a
•/�raliltua��o°
© copyright : MULHERN & KULP
Structural Engineering, Inc.
aZ
z
JW
w
z
c0
z
w a
J d
� 5 E
F_ ♦ E''
Ucc
O
Wcn >
J _Z ':9
W
2
y m
m,
M&K project number;
195.20000
projectmgr: JSB
drawn by: JAI
issue date: 04-1 4-20
REVISIONS:
date: initial:
w
z
O
ZT
0
�-d
w
d
a
0
0
Lx
w
Vl
sheet: SO. I mF