Roofing Submittal Package Approved As Noted

1960 Satellite Blvd., Suite 2300
Duluth, GA 30097
Ph : (770)822-1944
Letter of Transmittal
To:
Joe Tremblay
SBLM
16910 Dallas Parkway,
Suite 216
Dallas, TX 75248
Ph: 469-554-7770
Transmittal #: 10
Date: 10/14/2015
Job: 10-10-5016 Dave & Busters - Capitol Hgt
Subject: Roofing Submittals
WE ARE SENDING YOU
Attached
Under separate cover via None the following items:
Shop drawings
Prints
Plans
Samples
Copy of letter
Change order
Specifications
Other
Document Type
Submittal
Copies
Date
1
No.
Description
10/14/15
41 Pages
Roofing Submittal Technical Data
Submittal
1
10/14/15
1 Page
Roofing Sections Submittal
Submittal
1
10/14/15
15 Pages
FM Global Roofing Check List
THESE ARE TRANSMITTED as checked below:
For approval
Approved as submitted
Resubmit ___ copies for approval
For your use
Approved as noted
Submit ___ copies for distribution
As requested
Returned for corrections
Return ___ corrected prints
For review and comment
Other
FOR BIDS DUE
PRINTS RETURNED AFTER LOAN TO US
Remarks: Joe,
Please find the attached roofing submittals including the FM Global checklist for the Dave & Buster's Capitol Heights MD
014575
07540
project. Thank you!
ROOFING
Shawn Gill
404-295-8104
sgill@garrardgroup.com
1
X
Note: FM GLOBAL approval required.
Refer to FM GLOBAL review letter
comments.
Copy To:
SBLM
Joe Tremblay
11/10/15
From: Shawn Gill (Garrard Construction Group, Inc)
10-14-2015
Signature:
If enclosures are not as noted, kindly notify us at once.
Page 1 of 1
Plan Review
Dave & Buster’s, Inc.
"Capitol Heights - Store #100"
Ritchie Marlboro Road and Interstate 95
Capitol Heights, MD 20743
Index-Rec No:
Account No:
Date of Review:
Review No:
003036.85-01
01-31290
November 6, 2015
218969
Plans Submitted By: Joe Tremblay, SBLM Architects
Subject: New Roof Installation
Executive Summary:
This project involves the new installation of a roofing system for the Capitol Heights, MD location of Dave and
& Buster’s, Inc. The building is located in a region with a 90 mph basic wind speed, and the surrounding terrain
is considered to have a surface roughness exposure of C. The roofing area is reported to be 244 ft. by 155 ft.
and 26 ft. tall. The slope of the roof is ¼ in. per ft.
This project references FM Approvals RoofNav assembly number 341116-0-0, which is rated 60 psf for wind
uplift, A for surface fire spread, and SH for hail.
The 22 gauge steel deck will be fastened to the structure with Hilti X-HSN 24 deck fasteners. A 4 in. layer of
Johns Manville ENRGY 3 insulation will then be added to the assembly. Next, a ¼ in. layer of Johns Manville
Invinsa Roof Board will fastened through to the steel deck with Johns Manville UltraFast #12 Fasteners and
UltraFast Plates at a rate of 5 fasteners per 4 ft. by 8 ft. board in the field, perimeter, and corners. Finally, a 60mil layer of Johns Manville JM TPO 60 membrane will be fastened through to the steel deck with Johns
Manville High Load Fasteners and Johns Manville High Load Seam Plates at 12 in. on center and a row
spacing of 8 ft. in the field and a row spacing of 4 ft. in the perimeter and corners. The distance between
support joists varies in the field, perimeter and corner areas, and was found to be between 3 ft. 2 in. and 5 ft.
95⁄8 in.
Subject to the resolution of comments #1 and 2 below and compliance with the other recommendations, the
plans are acceptable. Final acceptance of the installation is subject to a field review by an FM Global
representative.
Scope of Review:
The submittal included an FM Global Form 2688, shop drawings, and material cut sheets.
Review Comments:
Roofing Subcontractor: Please issue correspondence to comply with Items 1 - a. b. c.
1. In order to meet FM Approvals RoofNav assembly number 341116-0-0, there can be no
substitutions or deviations in the materials or installation. The following should be noted:
a. In order to provide adequate securement for this particular assembly, the spacing between
membrane fastener rows should be no greater than a spacing of 7.5 ft. at 12 in. on center in the
field and a spacing of 3 ft. at 12 in. on center in the corners. The proposed row spacing between
membrane fastener rows in the perimeter of the roof will be adequate.
b. The membrane laps should be at least 6 in. wide sealed with a minimum 1.5 in. wide heat weld.
This report has been developed for insurance underwriting purposes. It is provided to you for informational purposes only to reduce the possibility of loss to insured
property by bringing to your attention certain potential hazards or conditions. Life, safety, or health issues are not addressed. You must make the decision whether to
take any action. The company undertakes no duty to you or any other party by providing this report or the activities on which it is based. The liability of the company is
limited to that contained in its insurance policies.
Page 2 of 4
c. The submittal included material cut sheets for various Johns Manville UltraFast Fasteners and
Johns Manville UltraFast Plates. It was unclear as to the combination of Johns Manville
UltraFast Fasteners and Johns Manville UltraFast Plates that will be used to pre-secure the
insulation layers to the assembly. The following fastener and plate combinations (taken from the
fasteners and plates detailed in the Johns Manville material cut sheets provided) are Approved
for use together.
i. UltraFast Metal Plate (round) and UltraFast Fasteners #12 Phillips Head
ii. UltraFast Plastic Plate and UltraFast Fasteners #12 Phillips Head
iii. UltraFast Metal Plate (square) and UltraFast #12 Phillips Head
iv. UltraFast Metal Plate (square) and UltraFast #12 Hex Head
If the above guidelines cannot be implemented, FM Global should be consulted prior to
proceeding.
2. The steel deck should be secured to structural supports in accordance with FM Global Property Loss
Prevention Data Sheet 1-29, Roof Deck Securement and Above-Deck Roof Components, Sections
2.2.13.1.2 – 4. Provide deck fasteners or welds at a maximum spacing of 6 in. on center at all supports
in the field of the roof and 6 in. on center at all supports in the roof perimeters and corners.
3. The membrane fastener rows should be installed perpendicular to the steel deck ribs as shown in the
figure below.
4. The membrane fasteners should be sized to engage the top flanges of the steel deck with at least ¾ in.
protrusion through the deck underside (please note that the insulation fasteners may engage either the
top or bottom flanges).
This report has been developed for insurance underwriting purposes. It is provided to you for informational purposes only to reduce the possibility of loss to insured
property by bringing to your attention certain potential hazards or conditions. Life, safety, or health issues are not addressed. You must make the decision whether to
take any action. The company undertakes no duty to you or any other party by providing this report or the activities on which it is based. The liability of the company is
limited to that contained in its insurance policies.
Page 3 of 4
5. Although the proposed pre-securement of the insulation layers is acceptable, it would also be acceptable
to pre-secure them at a rate of 4 fasteners per 4 ft. by 8 ft. board. Perimeter and corner enhancements are
not required for the pre-securement of this layer.
6. Based on the building dimensions and plan view provided, the perimeter area for this project should be
considered the 10 ft. wide portion of the roof adjacent to the edge. This assumes that the adjoining roofs
do not have heights that are within 3 ft. of the height of the project area. If this is not the case, FM
Global should be consulted.
7. Only as much insulation as can be covered should be installed each working day. Loose roof cover
edges should be sealed at the end of the day to minimize moisture damage.
8. All roof edge flashing should be FM Approved or installed in accordance with FM Global Property
Loss Prevention Data Sheet 1-49, Perimeter Flashing.
9. The space between nailers in roof expansion joints should be filled with noncombustible, compressible
insulation such as glass, mineral, or ceramic fiber type.
This review is for property insurance purposes only in accordance with FM Global standards and guidelines.
Nothing should be inferred from this review regarding compliance with any rules, regulations or requirements
of government agencies, state or local codes or any other jurisdictional authority. We are retaining the copy of
your submitted plans for our files.
Sincerely,
Mya Payne
Plan Review Consultant
mya.payne@fmglobal.com
(703) 262-6256
This report has been developed for insurance underwriting purposes. It is provided to you for informational purposes only to reduce the possibility of loss to insured
property by bringing to your attention certain potential hazards or conditions. Life, safety, or health issues are not addressed. You must make the decision whether to
take any action. The company undertakes no duty to you or any other party by providing this report or the activities on which it is based. The liability of the company is
limited to that contained in its insurance policies.
Page 4 of 4
Loss Prevention Resources:
FM Global Property Loss Prevention Data Sheets (http://www.fmglobaldatasheets.com)
FM Global Loss Prevention Training (https://fmglobaltraining.skillport.com)
Approval Guide (http://www.approvalguide.com)
RoofNav (http://roofnav.fmglobal.com)
Distribution:
Joe Tremblay, SBLM Architects, jtremblay@sblm.com
Evan Simmons Jr., Wells Fargo Insurance Services USA, Inc. (Dallas), evan.simmonsjr@wellsfargo.com
Lisa Dillard, Dave & Buster's, Inc., lisa_dillard@daveandbusters.com
Elaine Munch, Dave & Buster's, Inc., elaine_munch@daveandbusters.com
Greg Knapic, Wells Fargo Insurance Services USA, Inc. (Dallas), greg.knapic@wellsfargo.com
Lisa Warren, Dave & Buster's, Inc., lisa_warren@daveandbusters.com
John Nalepa, 360 Project Management, jnalepa@360pmllc.com
Doug Reeve, Wells Fargo Insurance Services USA, Inc. (Dallas), doug.reeve@wellsfargo.com
Mike LeFande, SBLM Architects, mlefande@sblm.com
Brian Gilbert, FM Global, Dallas Ops, brian.gilbert@fmglobal.com
Sarah Nordman, Client Serv Dallas, sarah.nordman@fmglobal.com
Nestor Rodriguez, Processing Dallas, nestor.rodriguez@fmglobal.com
This report has been developed for insurance underwriting purposes. It is provided to you for informational purposes only to reduce the possibility of loss to insured
property by bringing to your attention certain potential hazards or conditions. Life, safety, or health issues are not addressed. You must make the decision whether to
take any action. The company undertakes no duty to you or any other party by providing this report or the activities on which it is based. The liability of the company is
limited to that contained in its insurance policies.
1"
Delete Bottom Layer and provide Middle Layer 1"min. at Main Entrance
Canopy and Rear Canopy.
Pac Clad - Silver
Pac Clad - Silver
Pac Clad - Silver
To be determined. Provide
samples (Sierra Tan, Sandstone,
and Almond)
LEGEND
General Project Notes
Slope Direction of Tapered Insulation
Roof Drain
X
TE(2)+TF
Q
TE(2)+TF
TE(2)+TF
C
TE(2)+TF
TE(2)+TF
Q
Q+4
"
Q+2
"
Q+2
" Q+2"
Q
Q
"
Q+4
"
Q+2
Q
TE(2)+TF
TE(2)+TF
Q+2
"
TE(2)+TF
Q+
2" Q+2"
TE(2)+TF
TE(2)+TF
TE(2)+TF
TE(2)+TF
Enlarged Detail Area
X
X
"
Q+2
Q
X
TE(2)+TF
Slope Direction of Structurally
Sloped Deck
S.S.
TE(2)+TF
TE(2)+TF
TE(2)+TF
X
TE(2)+TF
TE(2)+TF
Section #
TE(2)+TF
Detail Section
TE(2)+TF
X
Q
Q
1
FIELD MITER ALL CRICKETS TO FIT. REFER TO SECTION THROUGH
CRICKET FOR PLACEMENT OF FILL & TAPER PANELS.
2
TYPICAL OF FILL AND TAPER PANELS. REFER TO SECTION THROUGH
TAPER SYSTEM FOR PLACEMENT OF FILL AND TAPER PANELS.
3
STAGGER ALL JOINTS WHEN APPLYING ALL TAPER PANELS AND FILL.
4
APPLY 3 1/2" BASELAYER SHOWN IN TYPICAL SECTION THROUGH TAPER SYSTEM
OVER ENTIRE ROOF DECK AREA BEFORE APPLYING TAPER PANELS.
5
APPLY 4" FLAT INSULATION OVER ENTIRE STRUCTURALLY SLOPED ROOF
AREA BEFORE APPLYING CRICKET PANELS.
6
APPLY 1/4" OVERLAY SHOWN IN TYPICAL SECTION THROUGH TAPER
SYSTEM OVER ENTIRE ROOF.
Q
Q
NOTICE:
GENERAL NOTES:
1
Q
Q
Q
Q
Q Q
TE(2)+TF
5
6
Q
S.S.
S.S.
Q
Q
6'-0"
Q
TE(2)+TF
5
6
Q
TE(2)+TF
Q
E
Product Identification
Material Schedule
TE(2)+TF
Q
Q
Panel
Code
3'-0"
Q
Q
X
Y
Q
Q
Q
FILL
BASE
D
Q
Color
Code
TYPICAL SUMP LAYOUT
FLAT
Overlay
N.T.S.
4
5
6
TF
TE
Taper
Thickness
Size
Type
1/2" - 1 1/2"
1 1/2" - 2 1/2"
1/2" - 2 1/2"
4' X 4'
4' X 4'
4' X 4'
Polyiso.
Polyiso.
Polyiso.
4' X 8'
Polyiso.
Polyiso.
Polyiso.
Perlite
2" & 4"
3 1/2"
4"
1/4"
0" - 1"
0" - 1 1/2"
1'-6" X 4' Fiberboard
1'-6" X 4' Fiberboard
Q
1"
TF
0"
5
6
5
6
Q
S.S.
1 1/2"
S.S.
0"
TE
1 1/2"
"
Q+2
D
TE(2)+TF
Q
TE(2)+TF
Y
X
X+2"
Y
X
Y+2"
Y+6"
X+6"
TE(2)+TF
X+2"
Y+2"
X+4"
2"
Q+
Y+4"
X+4"
Y+2"
TE(2)+TF
X+2"
Y
TE(2)+TF
TE(2)+TF
TYPICAL SECTION THROUGH SUMP
A
SCALE : 1/16" = 1' - 0"
Q
Q
Q
ROOF PLAN
Q
E
X
Y+4"
X+4"
Y+2"
X+2"
Y
X
TE(2)+TF
Q
Y+4"
Q
TE(2)+TF
TE(2)+TF
TE(2)+TF
TE(2)+TF
X+6"
TE(2)+TF
X+4"
TE(2)+TF
TE(2)+TF
TE(2)+TF
TE(2)+TF
TE(2)+TF
TE(2)+TF
TE(2)+TF
TE(2)+TF
Y+4"
Q
Q
"
+
2
2"
Q+
Q
TE(2)+TF
TE
1'-6"
TE(2)+TF
Q
Q
"
+
2
2"
Q+
Q
TE(2)+TF
Q+2
"
" Q
Q+4 +4"
TE(2)+TF
Q
Q+2
"
0"
Q
Q
B
3
1/2"
1/2"
2 1/2"
1/2"
X
2 1/2"
X
1 1/2"
ERLAY
1/4" OV
2 1/2"
1 1/2"
Y
X
Y
4" FILL
1/2"
X
Y
3 1/2" BASELAYER
6
2 1/2"
Y
2
1/2"
O
1/4"
LAY
VER
2" FILL
Q
2 1/2"
ERLAY
1/4" OV
1/4
Q
2 1/2"
1 1/2"
2 1/2"
6
1 1/2"
1/2"
1/2"
2 1/2"
AY
ERL
" OV
4" FILL
1/2"
O
1/4"
LAY
VER
6
Q
4" FILL
2" FILL
4" FLAT
4" FLAT
5
Q
2" FILL
3 1/2" BASELAYER
4'-0"
4
4'-0"
N.T.S.
N.T.S.
Material
Manufacturer
4'-0"
N.T.S.
A
TYPICAL SECTION THROUGH TAPER SYSTEM (Slope 1/4" - ft.)
B
TYPICAL SECTION THROUGH CRICKET (Slope 1/2" - ft.)
B
8' - 0"
MANUFACTURER AND SUPPLIER
OF FLAT AND TAPERED
ROOF INSULATIONS
SPECIALIZING IN TAPERED SYSTEMS
PROMPT QUOTES AND RELIABLE DELIVERIES
MAILING ADDRESS
57 Joseph Mills Drive Fredericksburg, VA 22408
ESTIMATING DEPARTMENT CONTACTS
PHONE / FAX
540-373-1800 or 1-800-929-0800 / 540-371-9028
SALES DEPARTMENT CONTACTS
Mark J. DePollo
Aaron L. Bonner
ESTIMATOR
DIVISION MANAGER
SALES REPRESENTATIVE
Joseph L. Hallows
Jennifer R. Sines
W.D. McIntosh
Donna R. Hetrick
ESTIMATING MANAGER
ESTIMATOR
CERTIFIED DRAFTER / ESTIMATOR
Jeff C. Pepper
INSIDE SALES COORDINATOR
Jamie L. Cline
SALES ASSISTANT
SUBMITTAL DATE:
10/12/2015
SHEET NUMBER:
1 of 1
DRAWN BY:
Aaron L Bonner
PROJECT VA-507088CS
NUMBER
CONTRACTOR
16' - 0"
Material
Type
Taper & Crickets
20 P.S.I.
Polyiso.
20 P.S.I.
Polyiso.
Fill
Graphic Scale
TYPICAL SECTION THROUGH CRICKET (Slope 1/2" - ft.)
Material
Application Used
BY OTHERS
Base, Flat & Overlay
Te & Tf
24' - 0"
Fiberboard
32' - 0"
DAVE AND BUSTERS - CAPITAL HEIGHTS
GENERAL
ORNDORFF & SPAID CONTRACTOR
GARRARD GROUP