HomeMy WebLinkAbout4003 AVENUE R PERMIT NUM 2009-0297 007 REVISED 9/18/20#2009-0294
WOOD DECK SYSTEM LIMITA
1. A slip sheet is required with Ply 4
GENERAL LIMITATIONS:
2.
4.
6.
10.
Fire classification is not part of this
ratings of this product.
Insulation may be installed in multip
Approval guidelines. All other layer
EVT range and at a rate of 20-40 lbs.
All standard panel sizes are acceptal
shall be 4' x 4' maximum.
An overlay and/or recovery board in
when the base sheet is fully mopp,
mopping with approved asphalt, 12'
each sidelap and one down the center
is not acceptable. A 6" break she
application of either system shall be
Note: Spot attached systems shall
Fastener spacing for insulation attach.
tested in compliance with Testing AF
275 lbf. insulation attachment shall n
Fastener spacing for mechanical attac
fastener resistance value in conjuncti
fastener resistance be less than that r(
prepared, signed and sealed by a Floi
Consultant may be submitted. Said r
Testing Application Standards TAS 1
117.
Perimeter and corner areas shall cor
densities shall be increased for both i
Standard RAS 117. Calculations p
Registered Architect, or Registered
NOA, General Limitation #9 will n
All attachment and sizing of perimeti
Roofing Application Standard RAS 1
The maximum designed pressure lim
perimeters, and corners). Neither rati
enhanced pressure zones (i.e. perime-
referred within this NOA, General
All products listed herein shall have
Rule 61 G20-3 of the Florida Admini
S:
Ply 6 when used as a mechanically fastened base or anchor sheet.
refer to a current Approved Roofing Materials Directory for fire
layers. The first layer shall be attached in compliance with Product Control
shall be adhered in a full mopping of approved asphalt applied within the
,q., or mechanically attached using the fastening pattern of the top layer
e for mechanical attachment. When applied in approved asphalt, panel size
alation panel is required on all applications over closed cell foam insulations
1. If no recovery board is used the base sheet shall be applied using spot
diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at
of the sheet allowing a continuous area of ventilation. Encircling of the strips
l be placed every 12' in each ribbon to allow cross ventilation. Asphalt
t a minimum rate of 12 lbs./sq.
e limited to a maximum design pressure of -45 psf.
nent is based on a Minimum Characteristic Force (F') value of 275 lbf., as
dication Standard TAS 105. If the fastener value, as field-tested, are below
t be acceptable.
anent of anchor/base sheet or membrane attachment is based on a minimum
n with the maximum design value listed within a specific system. Should the
luired, as determined by the Building Official, a revised fastener spacing,
3a registered Professional Engineer, Registered Architect, or Registered Roof
vised fastener spacing shall utilize the withdrawal resistance value taken from
)5 and calculations in compliance with Roofing Application Standard RAS
ply with the enhanced uplift pressure requirements of these areas. Fastener
sulation and base sheet as calculated in compliance with Roofing Application
-pared, signed and sealed by a Florida registered Professional Engineer,
:oof Consultant (When this limitation is specifically referred within this
t be applicable.)
nailers, metal profile, and/or flashing termination designs shall conform with
1 and applicable wind load requirements.
ration listed shall be applicable to all roof pressure zones (i.e. field,
nal analysis, nor extrapolation shall be permitted for enhanced fastening at
;rs, extended corners and corners). (When this limitation is specifically
imitation #7 will not be applicable.)
quality assurance audit in accordance with the Florida Building Code and
rative Code.
ENIJ OF THIS ACCEPTANCE
NOA No.: 15-0108.03
Expiration Date: 04/13/20
Approval Date: 04/09/15
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