HomeMy WebLinkAboutPROJECT PAPERWORKv I
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TRINITY I EIRD
Table
Deck
Application
Type
Description
I r=a.
3A
Wood
New Reroof (Tear -Off) Recover
C-1
Mechanically Attached Insulation, Bonded Roof Cover
n n .... _ 1 4
�''�CL)
1B
Wood
New, Reroof (Tear -Off), Recover
D-1
Insulated, Mechanically Attached Roof Cover
1 4
1C
Wood
New, Reroof (Tear -Off), Reco er
D-3
Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover
4
1
ood
New Reroof (Tear -Off) e aver
,
�on-nsulated Mec amca y er
('i(@
1E
Wood New Reroot (Tear-Uft) Recover t-t
Ivon-inswac
I-
1F
Wood New Construction F
Non -Insulated, Bonded Roof Cover
5
2A
Steel or Structural Concrete New, Reroof (Tear -Off), Recover B
Mach. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
6-7
2B
Steel or Structural Concrete New, Reroof (Tear -Off), Recover C-1
Mechanically Attached Insulation, Bonded Roof Cover
8-
2B
Steel New, Reroof (Tear -Off), Recover C-2
Mechanically Attached Insulation, Plate -Bonded Roof Cover
30-1'_
2D
Steel or Structural Concrete New Reroof (Tear -Off) Recover D-1
Insulated, Mechanically Attached Roof Cover
12-15
2E
Steel or Structural Concrete New Reroof (Tear -Off), Recover D-2
Insulated, Mechanically Attached Roof Cover(RUSS Strips)
16
3A
Structural Concrete New, Reroof (Tear -Off) A-1
Bonded Insulation, Bonded Roof Cover
17-18
38
Structural Concrete New Reroof (Tear -Off) Recover C-2
Mechanically Attached Insulation, Plate -Bonded Roof Cover
18-19
3C
Structural Concrete New Reroof (Tear -Off) F
Non -Insulated, Bonded Roof Cover
19
4A
LWIC New Reroof (Tear -Off) A-1
Bonded Insulation, Bonded Roof Cover
20
4A-1
LWIC over Steel New, Reroof (Tear -Off) F
Non -Insulated, Bonded Roof Cover
20
4A-2
LWC over Structural Concrete New Reroof (Tear -Off) F
Non -Insulated Bonded Roof Cover
21
SA
Gypsum Reroof (Tear -Off) A-1
Bonded Insulation, Bonded Roof Cover
22
6A
various Recover A-1
Bonded Insulation, Bonded Roof Cover
23
6B
Steel Recover C-2
Mechanically Attached Insulation, Plate -Bonded Roof Cover
24
6C
Steel Recover D-1
Insulated, Mechanically Attached Roof Cover
25
6D
Steel or Structural Concrete Recover E
Non -Insulated, Mechanically Attached Roof Cover
I 26
6E
various P511 Recover F-2
New LWC over Existing Roof, Bonded Roof Cover
27
The following notes apply Piia systems outlined herein:
1.
The roof system evalu herein pertains to above -deck roof components. Roof decks and
structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction,
Load resistance of thevdy deck shall be documented through proper codified and/or FBC Approval documentation.
2.
Unless otherwise notwasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements:
➢ Wood Deck: "-, Mule -Hide Drill Point Fastener or Mule -Hide HDP Fastener with Mule -Hide 3 in. Insulation Plate. Minimum %-inch steel penetration, engage the top flute of the steel deck
➢ Steel Deck: Mule -Hide Drill Point Fastener or Mule -Hide HDP Fastener with Mule
-Hide 3 in. Insulation Plate. Minimum %-inch steel penetration, engage the top flute of the steel deck.
➢ Structural Concrete: Mule -Hide HDP Fastener or Mule -Hide Fluted Concrete Nail with Mule -Hide 3 in. Insulation Plate. Minimum 1-inch embedment. Fasteners Installed with a pilot hole in accordance
with the
fastener manufacturer's published installation instructions.
3.
Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, fiberboard, perlite and/or gypsum -based Insulation board that meets the CA requirements of
F.A.C. Rule
61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when
installed with the roof cover.
4.
Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted
for rigid insulation board for System Type C-2 (plate bonded roof cover) or Type D (mechanically attached
membrane),
whereby the membrane fasteners are installed through the LWIC to engage the structural steel
or concrete deck. The structural deck shall be of equal or greater type, thickness and strength to the steel
nd concrete
deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be docume
ted through
proper codified and/or FBC Approval documentation.
F.I,,etinn Rennrt MI5060.06.09.R5 fo
FL12772-115
Certificate of Authorization R9503
Prepared by: Robert Nieminen, PE-59166
CH EDITION (2017) FBC NON-HVHZ EVALUATION
Mule -Hide TPO-c Single Ply Roof Systems; (608) 36S-3111
Q
r--1
9
Revision S: 09/11/2017 V _
Appendix 11 Page 1 of 27
1
IERD�t I KINITY
I
TABLE 1D: WOOD DECKS,- NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER
• - •" SYS_TEM TYPE E-1: NON -INSULATED, MECHANICALLY ATTACHED ROOF COVER
Thermal Barrier
Roof Cover
System
Roof Deck
MOP
(Psf)
Fastener
Lap Width
Lap Spacing
Seam Weld
No.
Type
Attach
Membrane
_
Fasteners
Spacing (inch)
(inch)
(inch)
(inch)
Min. 19/32-inch thick Mule -Hide FR Deck Panel A or C or
(Optional) Any
Mule -Hide EHD
W6
Barrier Technology Corp'•Blazeguard A or C" at max. 24-Inch
approved
Loose -laid
Mule -Hide
Fasteners and 2.4
12
5
48
1.5
-30.0
spans attached using No. 8 x 2Y-inch long course thread
thermal battler
TPO c
Seam Plates
screws spaced 6" o.c.
Min. 19/32-inch thick Mule -Hide FR Deck Panel A or C or
(Optional) Any
Mule -Hide EHD
Barrier Technology Corp'•Blazeguard A or C" at max. 24-inch
approved
Loose -laid
Mule -Hide
Fasteners and 2.4
6
5
72
1.5
-52.5
W7
spans attached using No. 8 x 2Y,-inch long course thread
thermal barrier
TPO-c
Seam Plates
screws spaced 6" O.C.
Min. 19/32-inch thick Mule -Hide FR Deck Panel A or C or
Any
Mule -Hide EHD
W-8
Barrier Technology Corp"Blazeguard A or C" at max. 24-inch
approved)
approved
Loose -laid
Mule -Hide
Fasteners and 2.4
6
5
48
1.5
-75.0
spans attached using No. 8 x 2Y,-Inch long course thread
thermal barrier
TPO c
Seam Plates
screws spaced 6" o.c.
Min. 19/32-inch plywood at max. 24-Inch spans attached
(Optional) Any
approved
Loose -laid
Mule -Hide
Mule -Hide EHD
Fasteners and 2.4
6
5.5
48 (over
structural
1.5
-75.0
-9
using 8d ring shank nails spaced 6-inch o.c.
thermal barrier
TPO c
Seam Plates
members)
TABLEIE: WOOD DECKS - NEW CONSTRUCTION, REROOF (TEAR -OFF) oR RECOVER
SYSTEM TYPE E-2: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER -
System
Thermal Barrier
Base Sheet
Roof Cover
MOP
Type
Attach
Base Sheet
Fasteners
Attach
Membrane
Adhesive
No.
Deck (Note 1)
IPsfl
Min. 19/32-inch plywood at
(Optional) Any
Atlas Summit
Mule -Hide Drill Point
12-inch o.c. at the 4-inch laps and 12-Inch
Mule -Hide SA-
Self-
W-10
max. 24-Inch spans; R10 x 2-
approved
Loose -laid
Synthetic
Fastener and Mule -Hide
o.c. at three, equally spaced rows in the
TPO
adhered
-120.0
Inch wood screws, 6-inch o.c.
thermal barrier
Underlayment
2" Seam Plate
center of the sheet.
' - TABLE 1F: WOOD DECKS— NEW CONSTRUCTION
• -� SYSTEM TYPE F:NON-INSULATED, BONDED ROOF COVER
System
Roof Cover (Note 16)
MDP
Membrane
Application
No.
Roof Deck
(Psf)
Min. 15/32-inch thick Mule -Hide FR Deck Panel A or C or Barrier Technology Carp "Blazeguard A or C" at
Mule -Hide TPO-c
Aqua Base 120 BA
-45.0
W-11
max. 24-inch spans attached using No. 8 x 2%-inch long course thread screws spaced 6" o.c.
Min. 19/32-inch thick Mule -Hide FR Deck Panel A or C or Barrier Technology Corp "Blazeguard A or C" at
Mule -Hide TPO-c
Aqua Base 120 BA I
-52.5
W 12
max. 24-inch spans attached using No. 8 x 2Y,-inch long course thread screws spaced 6" o.c.
Exterior Research and Design, U.C. d/b/a Trinity I ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
6Te EDITION (2017) FBC NON-HVH2 EVALUATION
Mule -Hide TPO-c Single Ply Roof Systems; (608) 365-3111
Evaluation Report
Appendix 1, Page 5 of 27