HomeMy WebLinkAboutFile Documents.617 W Bleeker St.0062-2019-BRES (41)The City of Aspen
These plans must be kept at the
building site or inspection
delays may occur. Construction
shall conform to these plans. All
changes shall be approved by
the building official.
Field Plan Set Must Be Printed In Color
SEPARATE PERMITS ARE
REQUIRED FOR ELECTRICAL,
PLUMBING, MECHANICAL, OR
FIRE SPRINKLER WORK
External Energy Use Approved
RREMP CREMP
PERMIT #:_______________DATE:________
SNOWMELT:_____________________________
POOL: _____________________________
SPA: _____________________________
OFFSET:________________________________
REMP SHEET: __________________________
REVIEWED BY: _________________________
SNOWMELT SYSTEM AND EQUIPMENT MANDATORY REQ’S.
All snowmelt systems shall meet the following:
-Any portions in the Right of Way must be on a separate zone. A ROW
permit and Permanent Encroachment License are required.
-R10 insulation shall be installed under the area to be snow melted or R5
insulation shall be installed under and at the slab edges. (Ordinance 11
Series 2011)
-Automatic controls installed for system shut off when pavement
temperature is above 50°F and no precipitation is falling. (2009 IECC
Sec. 403.8 & 503.2.4.5)
-Automatic or manual controls installed for system shut off when outdoor
temperature is above 40°F. (2009 IECC Sec. 403.8 & 503.2.4.5)
-Inspection by testing hydrostatically at 1½ times max system design
pressure, but not less than 100psi, for 15minutes. (2009 IMC Sec.
1208.1)
MINIMUM BOILER AFUE: _________________
REFERENCES FROM 2015 IRC
CV/A = crawl space ventilation required, sec. R408.1 Access required, R408.4
EE = emergency escape required sec R310.1
EU = enclosed usable space under stairs shall be ½” Gyp, sec R302.7
G/D = garage/dwelling separation, sec R302.5 and R302.6
STC = Sound transmission class not less than 45 at dwelling separations, app
K
RV = roof and rafter ventilation required, R806.1
A = attic access 22” x 30”, 30” headroom above, R807.1
SA = smoke alarms installed to NFPA 72 requirements, sec R314
CO = carbon monoxide detector per City Ordinance 41 series 2008
SG = safety glazing required, sec R308.4
GR = guardrails, 36” min ht, 4” max opening; req at 30” drop any point w/in 36”
horizontally, sec R312
WFP = window fall protection- operable window <24” AFF & >72” above
grade: use opening control device listed to ASTM F2090, sec R312.2
HR = handrails 34”-38” ht, sec R311.7.8
SI = stairway illumination, sec R303.7
PD = protect against decay, sec R317
REFERENCES FROM 2015 IMC
V = bathroom and balanced whole house mechanical ventilation req.
Ordinance 40, 2016
DE = clothes dryer exhaust, sec 504. Makeup air req’d if over 200 CFM
AS = access and service space for maintenance req’d, sec 306
MA = make up air required if hood exhausts greater than 400 CFM, sec 505.2
ET = exhausts terminate 3’ from prop line and openings, 10’ from intakes,
501.3.1
IT= intake openings 10’ from lot line & contaminant sources (vents, streets),
401.4
D = fasten and seal all ductwork per 603.9
REFERENCES FROM 2015 IFGC
DV = direct vent req’d, sec 303.3
CA = combustion air not taken from bedrooms, bathrooms or
storage sec 303.3
OD = outdoor appliances must be listed for outdoor use, sec 303.6
REFERENCES FROM 2015 IECC
F = new or replacement glazing shall not exceed 0.28 U-Value, NFRC label
required, Ordinance 40, 2016
L = 75% of lamps in permanently installed lights must be high efficacy, sec
R404.1
SE = Continuous air barrier required; all exterior joints, cracks, and holes to be
caulked, gasketed, sealed, table R402.4.1.1
REFERENCES FROM 2014 NEC
EP = electric panel 'happy space' 30"x36"x78", not in storage, sec 110.26
SMOKE ALARMS AND
CARBON MONOXIDE
DETECTORS REQUIRED
THROUGHOUT DWELLING
UNIT PER CITY OF ASPEN
MUNICIPAL CODE 8.15
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING PERMIT CONTACT SHEET
CITY OF ASPEN 130 S. GALENA ST | ASPEN, CO 81611
___________________________________ _____________________ _____________________
________________________________________ __________________ _________ ____________
_______________________________________________________________________________________
Name Phone Cell Phone
CityMailing Address
E-mailAddress
State ZIP
OWNER
___________________________________ _____________________ ________________________Name Phone E-mail
FOR PLAN REVIEW QUESTIONS
___________________________________ _____________________ ________________________Name Phone E-mail
FOR INSPECTION QUESTIONS
___________________________________ _____________________ _____________________
________________________________________ __________________ _________ ____________
_______________________________________________________________________________________
Name Phone Cell Phone
CityMailing Address
E-mailAddress
State ZIP
OWNER’S AUTHORIZED AGENT
___________________________________ _____________________ _____________________
________________________________________ __________________ _________ ____________
_______________________________________________________________________________________
Name Phone Cell Phone
CityMailing Address
E-mailAddress
State ZIP
APPLICATION BEST CONTACT
___________________________________ _____________________ _____________________
________________________________________ __________________ _________ ____________
_______________________________________________________________________________________
Name Phone Cell Phone
CityMailing Address
E-mailAddress
State ZIP
ARCHITECT OR DESIGNER OF RECORD
___________________________________ _____________________ _____________________
________________________________________ __________________ _________ ____________
_______________________________________________________________________________________
Name Phone Cell Phone
CityMailing Address
E-mailAddress
State ZIP
CIVIL ENGINEER OF RECORD
___________________________________ _____________________ _____________________
________________________________________ __________________ _________ ____________
_______________________________________________________________________________________
Name Phone Cell Phone
CityMailing Address
E-mailAddress
State ZIP
STRUCTUAL ENGINEER OF RECORD
I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and
ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not
presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance
of construction. It is my responsibility to review the approved plans and any comments that are contained thereon and see that the
structure and/or project is built in compliance with all applicable codes.
________________________________________________________ _____________________ContractorSignature Date
INSPECTIONS: The General Contractor must schedule inspections online. Please visit www.aspenpitkin.com/Departments/Community-Development-Forms/ to do so.
___________________________________ _____________________ _____________________
________________________________________ __________________ _________ ____________
_______________________________________________________________________________________
Name Phone Cell Phone
CityMailing Address
E-mailAddress
State ZIP
GENERAL CONTRACTOR
Check if you are a tested owner builder (single-family homes only). You must take a test and complete the owner/building affidavit.
(CITY USE ONLY) Owner builder approved by:________________________Date:______________________ Affidavit on file
ADDRESS: ____________________________PERMIT NUMBER: _______________________________
August 2017
617 WEST BLEEKER STREET 0062-2019-BRES
Monica Ponce de Leon/ Austin Kaa AK@MPDLSTUDIO.COM
Monica Ponce de Leon/ Austin Kaa AK@MPDLSTUDIO.COM
248-644-0271SCHWARTZ, RACHEL K & MARK 248-321-8329
1061 COUNTRY CLUB ROAD BLOOMFIELD HILLS MI 48304
MARK@MSSSPHD.COM
212-691-6835MONICA PONCE DE LEON 617-426-0995
29 STANHOPE STREET, 3RD FLOOR BOSTON MA 02116
MPDL@MPDLSTUDIO.COM
212-691-6835AUSTIN KAA 949-933-3147
416 W. 13TH STREET SUITE 311 NEW YORK NY 10014
AK@MPDLSTUDIO.COM
212-691-6835MONICA PONCE DE LEON STUDIO INC./ MONICA PONCE DE LEON 617-426-0995
29 STANHOPE STREET, 3RD FLOOR BOSTON MA 02116
MPDL@MPDLSTUDIO.COM
970-340-4130ROARING FORK ENGINEERING/ RICHARD GOULDING 970-948-7474
592 HIGHWAY 133 CARBONDALE CO 81623
richardg@rfeng.biz
970-927-4363ALBRIGHT AND ASSOCIATES/ JACK ALBRIGHT 970-379-3244
402 PARK AVE. UNIT A BASALT CO 81621
jack@albright-associates.com
970.927.6714JANCKILA CONSTRUCTION INC./ PETE WAARANIEMI 970.319.3650
75 BUCKSKIN DRIVE CARBONDALE CO 81623
pete@janckilaconstruction.com
11/20/2019
FIRE
SPRINKLERS
REQUIRED
0
electric snowmelt; 75% AFUE
spa0
TF
0062.2019.BRES
X
A0-04
SPECIAL INSPECTION REQUIRED:
-Structural steel welding: Field & Shop
-High strength bolting
-Epoxy anchors
-Intumescent paint
-Spray applied fire resistive materials
-Permanent micropiles
Special inspection is required per 2015 IBC
section 1704. Inspector to verify that copy of
agreement for inspection program to be on
the job site prior to performing any
inspections. A copy of all Special Inspector
field reports to be on the job site for
inspectors' review if requested. Failure to
comply may result in denial of inspection.
Concrete, structural steel--Rf Sheet S0.1 SHEAR WALL
INSPECTION
REQUIRED
4/15/2020
957 sf
48 sf
Ventilation flow rate:
ALL OUTDOOR LIGHTING
MUST COMPLY WITH
THE CITY OF ASPEN LIGHTING CODE
SECTION 26.575.150
07/30/2020
NFPA 13D
0062-2019-BRES
JULES ASPEN LLC
617 W BLEEKER ST
273512444002
08/17/2020
TF/JH
SEE CHANGE ORDER
0052-2022-BCHO for
updated REMP info
The City of Aspen
These plans must be kept at the
building site or inspection
delays may occur. Construction
shall conform to these plans. All
changes shall be approved by
the building official.
SEPARATE PERMITS ARE
REQUIRED FOR ELECTRICAL,
PLUMBING, MECHANICAL, OR
FIRE SPRINKLER WORK
SPECIAL INSPECTION AND TESTING AGREEMENT
To permit applicants of project requiring special inspection and\or testing per Section 1704 of the
International Building Code (IBC).
Project Address: __________________________________ Permit Number:______________________
BEFORE A PERMIT CAN BE ISSUED: The owner, or the engineer or architect of record, acting as the
owner’s agent, shall complete two copies of this agreement and the attached Special-inspection and Testing
Schedule, including the required acknowledgments. A pre-construction conference with the parties
involved may be required to review the special-inspection requirements and procedures.
APPROVAL OF SPECIAL INSPECTORS: Special inspectors may have no financial interest in the
projects for which they provide special inspections. Special inspectors shall be approved by the building
department prior to performing any duties. Special inspectors shall submit their qualifications and are
subject to personal interviews for pre-qualification. Special inspectors shall display approved
identification, as stipulated by the building official, when performing the function of special inspector.
Special inspection and testing shall meet the minimum requirements of the International Building Code
Section 1704. The following conditions are also applicable:
A. Duties and Responsibilities of the Special Inspector
1. Signify presence at job site. Special inspectors should notify contractor personnel of
their presence and responsibilities at the job site. If required by the building official, they
shall sign in on the appropriate form posted with the building permit.
Observe assigned work. The special inspector shall observe assigned work for
conformance with the building department approved (stamped) design drawings,
specifications, and applicable workmanship provisions of the International Building
Code. Architect\engineer-reviewed shop drawings may be used only as an aid to
inspection.
For continuous special-inspection, the special inspector shall be on site at all times
observing the work requiring special inspection. Periodic inspections, if any, must have
prior approval based on a separate written plan reviewed and approved by the building
department and the engineer or architect of record.
3. Report nonconforming items. The special inspector shall bring nonconforming items to
the immediate attention of the contractor and note all such items in the daily report. If
any item is not resolved in a timely manner or is about to be incorporated in the work, the
special inspector shall immediately notify the building department by telephone or in
person, notify the engineer or architect, and post a discrepancy notice.
Provide timely reports. The special inspector shall complete written inspection reports
for each inspection visit and provide the reports on a timely basis determined by the
building official. The special inspector or inspection agency shall furnish these reports
directly to the building official, engineer or architect of record, and others as designated.
[IBC Sec. 1704.1.2] These reports should be organized on a daily format and may be
submitted weekly at the option of the building official. These reports should include:
a. Description of daily inspections and tests made with applicable locations,
b. Listing of nonconforming items,
c. Report on how nonconforming items were resolved or unresolved as
applicable,
d. Itemized changes authorized by the architect, engineer, and building official if
not included in nonconforming items.
2.
4.
1
5. Provide Final Inspection Report. The special inspector shall submit a written final
report documenting required special inspections and correction of any discrepancies
noted in the inspections prior to the final building inspection.
B. Owner Responsibilities. The project owner, the engineer or architect or record, or an agent of the
owner is responsible for employing special-inspection services. The special inspector\agency shall
not be in the employ of the contractor, subcontractor or material supplier. [IBC Sec 1704.1] In
case of an owner\contractor, the special inspector\agency shall be employed as specified by the
building official.
C. Engineer or Architect of Record Responsibilities
1. Prepare special inspection program. The engineer or architect of record shall list the
items for which special inspection is required; and shall indicate any items for which the
IBC or the building official approves periodic inspection and the frequency of such
inspections.
Respond to field discrepancies. The engineer or architect of record shall respond to
uncorrected field discrepancies in design, material, or workmanship observed by the
special inspector.
Review shop drawings and submit design changes. The engineer or architect of record
shall acknowledge and review for conformance with the construction drawings those
shop drawings that may detail structural information, shall submit to the building official
and to the special-inspection agency written documentation of any verbally authorized
deviations from the approved construction documents, and shall submit revised
documents for building official approval as required.
2.
3.
D. Contractor Responsibilities
1. Notify the special inspector. The contractor is responsible for notifying the special
inspector or agency regarding individual inspections for items listed on the attached
schedule and as noted on the building department approved plans. Adequate notice shall
be provided so the special inspector has time to become familiar with the project.
Provide access to approved plans. The contractor is responsible for providing the
special inspector access to approved plans.
Retain special inspection records. Upon request, the contractor is also responsible for
retaining, at the job site, all special inspection records completed by the special inspector.
2.
3.
E. Inspection of Fabricators
1. Fabrication of structural assemblies and members. Where fabrication of structural
load-bearing members and assemblies is being performed on the premises of a
fabricator’s shop, IBC Section 1704.2 shall require special inspection of the fabricated
items.
Fabrication and implementation procedures. The special inspector shall verify that
the fabricator maintains detailed fabrication and quality control procedures that provide a
basis for inspection control of the workmanship and the fabricator’s ability to conform to
approved construction documents and reference standards. The special inspector shall
review the procedures for completeness and adequacy relative to code requirements for
fabricator’s scope of work.
2.
F. Approved Fabricator Responsibilities
1. Fabrication exempt inspections. Special inspections are not required where work is
done on the premise of a fabricator registered and approved to perform such work
without special inspection.
2
SMOKE ALARMS AND
CARBON MONOXIDE
DETECTORS REQUIRED
THROUGHOUT DWELLING
UNIT PER CITY OF ASPEN
MUNICIPAL CODE 8.150062-2019-BRES617 W BLEEKER
19-17310062-2019-BRES
Justin Hahh 8/17/2020
Field Plan Set Must Be Printed In Color
08/17/2020
TF/JH
TECHNICAL GUIDE
ROOF BOARD
11/20/2019
DensDeck® Roof Boards
For latest information and updates:
Technical Service Hotline 1.800.225.6119 or www.gpgypsum.com CAUTION: For product fire, safety and use information, go to buildgp.com/safetyinfo.
2
Product Overview
DensDeck® Roof Board
DensDeck® Prime
Roof Board
Table of Contents
Product Overview . . . . . . . . . . . . . . . .2
Architectural Specifications . . . . . . . .3
Standards and
Classifications . . . . . . . . . . . . . . . . . . .3
Fire Resistance . . . . . . . . . . . . . . .3
Wind Uplift Resistance . . . . . . . . .5
Sound Control . . . . . . . . . . . . . . . .8
Sound Control Illustrations . . . . . . . . .9
Roof System Applications . . . . . . . . .11
Physical Properties . . . . . . . . . . . . . .13
Recommendations and
Limitations for Use . . . . . . . . . . . . .14
Nearly 30 Years of DensDeck® Roof Boards – Proven Performance
With billions of square feet installed in a complete range of roofing systems and
climate extremes, DensDeck Roof Boards have proven their toughness and versatility.
The unique construction has been shown to withstand delamination, deterioration,
warping and job site damage far more effectively than paper-faced gypsum board
and other conventional roofing products such as wood fiberboard and perlite.
• Provides superior fire protection.
• Resists fire and hail damage.
• Holds up well under normal construction and maintenance foot traffic while
stiffening and stabilizing roof decks.
• Easy to install in all types of roof systems.
• Ideal product for direct membrane application.
• Tested within roofing systems for sound isolation.
DensDeck® is designed to address persistent challenges inherent in commercial
roofing assemblies: fire resistance, strength and dimensional stability when
installed in a properly designed roof assembly. DensDeck is a fiberglass mat-
faced, noncombustible (as described and tested in accordance with ASTM E136),
nonstructural, gypsum core panel.
Building on our 30-year history of market-driven innovation DensDeck Prime Roof
Boards have now been enhanced with EONIC™ Technology, a patented system that
delivers advanced moisture performance and mat-to-core bond strength.
With this advancement, DensDeck Prime Roof Boards are now the only roof board
with manufacturing specifications that include 5%1 total water absorption by
weight and 1 gram2 surface water absorption performance on both sides of the
board.3 Also improved is the boards critical mat-to-core bond strength which in
independent testing4 averaged 23% stronger on the face and 192% stronger on the
back when compared to DensDeck Prime Roof Boards before the enhancement.
DensDeck Prime Roof Boards continues to provide a broader compatibility and
higher performance with roofing adhesives. Face mat allows adhesives to be
applied more uniformly and consistently and results in a stronger bond with the
membrane. For fully adhered and self-adhered “peel & stick” roofing systems,
as well as hot mopped, cold mastic and torch-applied modified bitumen roofs,
DensDeck Prime provides a stronger, more economical installation by reducing the
amount of mastic or adhesive, and potentially eliminating the field primer. Consult
with membrane manufacturer for actual priming requirements.
1/2” and 5/8” DensDeck Prime Roof Boards are the first and only gypsum roof
boards with a limited warranty for up to 90 days of exposure to normal weather
conditions when applied vertically on parapet walls.*
* For complete warranty details, visit www .DensDeck .com .
1Maximum value
2Nominal value
3Based on published manufacturing specifications as of December 1, 2017
4 Comparison based on independent testing conducted by PRI Construction Materials
Technologies in October 2017 . ½” boards tested in accordance to AST C209 .
Georgia-Pacific Gypsum and Sustainability
Georgia-Pacific Gypsum’s definition of sustainability is meeting the needs of society
today without jeopardizing our ability to do so in the future. We are committed
to using resources efficiently to provide innovative products and solutions that
meet the needs of customers and society, while operating in a manner that is
environmentally and socially responsible, and economically sound.
11/20/2019
DensDeck® Roof Boards
For latest information and updates:
Technical Service Hotline 1.800.225.6119 or www.gpgypsum.com CAUTION: For product fire, safety and use information, go to buildgp.com/safetyinfo.
3
Many of our products contribute to LEED® and other green building codes, standards, or program credits or requirements.
To find out more, please refer to the LEED calculator at www.buildgp.com/leedcalc.aspx. For general information on
sustainability, visit www.buildgp.com/sustainability.
Architectural Specifications
Georgia-Pacific Gypsum’s 3-part guide specifications are downloadable, as rewritable Microsoft® Word documents, in both
CSI and ARCOM MasterSpec® formats. Georgia-Pacific Gypsum specifications and 3-D Revit® compatible models can be
found at www.gpdesignstudio.com. Downloadable specifications are also available online from Building Systems Design, Inc.
at www.bsdsoftlink.com, and ARCOM Product Masterspec at www.masterspec.com.
Code Compliance
DensDeck Roof Boards are manufactured to meet ASTM C1177 and have the following approvals:
• Florida Product Approved
• Miami-Dade County Product Control Approved
Standards and Classifications – Fire Resistance
DensDeck® and DensDeck® Prime Roof Boards are excellent fire barriers over combustible and noncombustible roof decks,
including steel decks. Roofing specifications for steel deck installations often require a fire barrier as the component applied
above the metal to help control and limit the amount of fuel contributed to a fire beneath the roof.
UL Fire Resistance Ratings. 5/8” (15.9 mm) DensDeck® Roof Boards are designated as Type DD by UL LLC and included
in assembly designs investigated by UL for hourly fire resistance ratings. 5/8” (15.9 mm) DensDeck Fireguard roof boards may also
replace any unclassified 5/8” (15.9 mm) gypsum board in an assembly in the UL Fire Resistance Directory under the prefix “P”.
UL 790 Classification. DensDeck and DensDeck Prime Roof Boards have been certified by UL for use as a fire barrier
over combustible and noncombustible decks in accordance with the ANSI/UL 790 and ULC S114 test standard. The UL
classification includes a comprehensive Class A, B or C rating. This test method and resulting classification measures
the external fire resistance of the roof system but does not include an investigation of fire resistance to internal
sources directed at the underside of the roof system. For additional information concerning the UL 790 classification
for DensDeck Roof Boards, consult the UL certifications directory under categories TGFU (Roofing Systems) and TGFU7
(Roofing Systems Certified for Canada).
UL 1256 Classification. DensDeck and DensDeck Prime Roof Boards have also been certified by UL in roof deck
constructions for internal (under deck) fire exposure in accordance with the ANSI/UL 1256 Steiner Tunnel test. The UL
listing includes the use of ¼” DensDeck Roof Boards under foam plastic insulation. For additional information concerning
the UL 1256 classification for DensDeck Roof Boards, consult the UL certifications directory under categories TGKX (Roof
Deck Constructions), TIAR (Building Units) and TIAR7 (Building Units Certified for Canada).
FM Class 1 Approvals. 1/4” (6.4 mm) DensDeck Roof Boards have passed testing under the FM Calorimeter Standard
4450 (Approval Standard for Class 1 Insulated Steel Deck Roofs) and have been approved by FM for insulated steel deck
roofs when installed per FM guidelines. To achieve a Class 1 designation, the assembly must satisfy criteria for fire, wind
uplift, foot traffic and hail damage resistance. For more information about FM Approvals and Class 1 assemblies, consult
FM or RoofNav®, FM’s tool for roofing professionals. Please note, however, that the performance of a roof depends on all
components used in the roofing assembly and how the components interact.
ASTM C1177. 5/8” (15.9 mm) DensDeck and 5/8” (15.9 mm) DensDeck Prime Roof Boards are manufactured to meet the “Type X”
requirements of ASTM C1177 for increased fire resistance beyond regular gypsum board.
Flame Spread and Smoke Development. When tested in accordance with ASTM E84, UL723 and CAN/ULC-S102, DensDeck
and DensDeck Prime Roof Boards had Flame Spread 0, Smoke Developed 0.
Long-term fire protection of roofing systems is a key concern of the design authority, code officials and building owners.
DensDeck Roof Boards will contribute to the fire-resistant characteristics of roof assemblies over time.
“When using a low-slope membrane roof system, designers should include in their designs a suitable cover board
that is consistent with an appropriate listing or approval from a code-approved testing agency. This recommendation
is consistent with the guidelines already contained in The NRCA Roofing and Waterproofing Manual, Fifth Edition.
Furthermore, for mechanically attached single ply membrane roof systems, designers of newly-installed roof systems
are now recommended to include a noncombustible cover board that is consistent with an appropriate listing or
approval from a code-approved testing agency. Examples of noncombustible cover boards include fiberglass
mat-faced gypsum boards and gypsum roof boards.” (January 2006 NRCA/MRCA Technical Bulletin.)
See: January 2006 NRCA/MRCA Technical Bulletin: Fire Testing of Membrane Roof Systems .
11/20/2019
DensDeck® Roof Boards
For latest information and updates:
Technical Service Hotline 1.800.225.6119 or www.gpgypsum.com CAUTION: For product fire, safety and use information, go to buildgp.com/safetyinfo.
4
Standards and Classifications – Fire Resistance continued
The design assemblies in this guide are presented for illustrative purposes only. It is important that you consult a
design professional and the appropriate fire resistance directory or test report for complete assembly information and
related information. Georgia-Pacific Gypsum does not provide architectural, engineering or roofing system services.
For additional fire safety information concerning Georgia-Pacific Gypsum’s products, visit www.buildgp.com/safetyinfo.
UL Classifications
A
B
C
D
E
Typical UL Fire Barrier Board Classification on Noncombustible Decking
A. UL Classified Roof Covering
B. Min. 1/4” (6.4 mm) DensDeck® Prime Roof Board
C. UL Classified Insulation
D. Minimum 1/4” (6.4 mm) DensDeck Roof Board serving as an
insulation thermal barrier underlayment and an acceptable
code alternative to a thermal barrier.
E. Classified Steel Deck A
B
C
D
E
*Note: The UL 790 classification for DensDeck provides that the use of DensDeck roof boards as a barrier board over a combustible deck
permits the use of any classified roofing system which would otherwise be limited to use over a noncombustible deck . When used, the
insulation must consist of one of the types specified . For additional information, consult the UL certifications directory under category TGFU
(Roofing Systems) .
FM Approvals
A
B
CD
E
The following are typical configurations with DensDeck® Roof Boards certified by UL for use as a fire barrier over combustible
and noncombustible decks and are for illustration purposes only. Please consult UL for additional information.
DensDeck Roof Boards are typically utilized in these constructions as an insulation underlayment. In some assemblies it will
be used as an insulation overlayment or cover board (1/4” (6.4 mm), 1/2” (12.7 mm) or 5/8” (15.9 mm)). In other assemblies it
will serve both of these roles in the same system.
The following is a typical configuration of a roof deck for a FM Class 1 fire rating and is for illustration purposes only. Please
consult FM or RoofNav (https://www.roofnav.com) for additional information.
Typical UL Fire Barrier Board Classification on Combustible Decking*
A. UL Classified Roof Covering
B. Min. 1/4” (6.4 mm) DensDeck Prime Roof Board
C. UL Classified Insulation (optional)
D. Minimum 1/4” (6.4 mm) DensDeck Roof Board serving as an insulation thermal
barrier overlayment with all joints staggered a min. of 6” (152 mm) from the plywood joints.
E. Classified Wood Deck
Typical Configuration of DensDeck Roof Boards (Class 1 Fire Rating)
A. Membrane (various)
B. Minimum 1/4” (6.4 mm) DensDeck Roof Boards Overlayment
C. Rigid Foam Insulation
D. Minimum 1/4” (6.4 mm) DensDeck Roof Boards Underlayment
E. Metal Deck
11/20/2019
DensDeck® Roof Boards
For latest information and updates:
Technical Service Hotline 1.800.225.6119 or www.gpgypsum.com CAUTION: For product fire, safety and use information, go to buildgp.com/safetyinfo.
12
A
B
D
Applications continued
Wood Shake/Shingle Underlayment
A. Wood Shake/Shingles
B. Organic Felt
C. Minimum 1/4” (6.4 mm) DensDeck Roof Board as a wood shake/shingle
underlayment on a combustible deck assembly to achieve a UL Class A fire rating
D. Combustible Deck
C
Vegetative “Green” Roof
A. Growing Medium and Plants
B. Moisture Retention Mat
C. Drainage Layer
D. Protection Fabric/Root Barrier
E. Waterproofing Membrane
F. Minimum 1/2” (12.7 mm) DensDeck Prime Roof Board
G. Insulation
H. Any Structural Deck
Photovoltaic Roofing System
A. PV Panels
B. Roofing Membrane
C. Minimum 1/4” (6.4 mm) DensDeck Prime Roof Board
D. Insulation
E. DensDeck (optional)
F. Any Structural Deck
A
B
E D
F
A
B
CDE
G
H
F
C
Parapet Wall Substrate – DensDeck® Prime Roof Board preferred
A. Coping
B. Minimum 1/2” (12.7 mm) DensDeck® Prime Roof Boards*
C. Nailer
D. Concrete Masonry Unit (CMU)
E. Adhered Flashing Membrane
F. Nailer
G. DensDeck or DensDeck Prime Roof Board
H. Rigid Foam Insulation
I. Any Structural Deck
*Fastened 8” o .c .
1/2” for 16” metal stud spacing
5/8” for 24” metal stud spacing
5/8” minimum over wood framing, 24” maximum stud spacing
A
C
D
E
F
H
G
I
B
The highlighted green circle is intended to call attention to the recommended DensDeck board for that particular application .
11/20/2019
DensDeck® Roof Boards
For latest information and updates:
Technical Service Hotline 1.800.225.6119 or www.gpgypsum.com CAUTION: For product fire, safety and use information, go to buildgp.com/safetyinfo.
7
GP Fastener Patterns
12"
4' x 8'
12"24"12"
12"
72"
12"
4' x 8'
12"24"12"
12"
18"
12"
18"
18"
18"
4' x 8'
12"
18"
12"
18"
18"
18"
12"12"12"12"
4' x 8'
12"12"12"12"
12"
12"
24"
24"
24"
4' x 8'
12"
18"
12"
18"
18"
18"
4' x 8'
6"12"12"12"6"6"12"12"12"6"
6"
18"
18"
12"
18"
6"
18"
4' x 8'
6"
6"
4' x 8'
12"12"12"12"
12"
12"
12"
12"
24"
12"
12"
4' x 8'
12"12"12"12"
36"
6"
6"
36"
12"
12"
4' x 8'
12"24"12"
24"
24"
24"
4' x 8'
6"
6"
4' x 8'
6"
18"
18"
12"
18"
6"
18"
6"12"12"12"6"6"18"18"6"6"6"6"6"12"12"
6"
12"
6"
12"
6"
12"
12"
6"
12"
12"
12"
12"
12"
12"
12"
4' x 8'
12"24"12"
36"
12"
12"
36"
4 fasteners per board 8 fasteners per board
10 fasteners per board 12 fasteners per board 15 fasteners per board
18 fasteners per board 24 fasteners per board
9 fasteners per board
20 fasteners per board16 fasteners per board
Note: Preliminary insulation or mechanically
attached roof covering requires a minimum of
4 fasteners per 4’ x 8’ board in FM assemblies .
32 fasteners per board
Other patterns are available from system manufacturers or testing agencies.
Wind continued
5 fasteners per board
11/20/2019
DensDeck® Roof Boards
For latest information and updates:
Technical Service Hotline 1.800.225.6119 or www.gpgypsum.com CAUTION: For product fire, safety and use information, go to buildgp.com/safetyinfo.
5
Wind Uplift Information
Wind uplift resistance of roofing assemblies is achieved by fastening and/or adhering the roofing components to the structural deck.
Uplift resistance testing may be conducted by several independent laboratories, in accordance with FM 4470 and ANSI/UL 1897 test
procedures. The test results show the tested (not design) pounds per square foot (PSF) uplift resistance which has been achieved.
It is the responsibility of the roofing design authority to comply with code requirements and follow the guidelines in ASCE-7
or FM 1-28 and 1-29 to establish the appropriate design uplift resistance and safety factor. Several factors are considered to
determine the design pressure required, including but not limited to, height of the building, ground roughness, exposure and
importance factor. Once the design pressure is determined, the roofing assembly which meets this pressure, with the appropriate
safety factor, is selected by the design authority.
Roof System Attachment to Deck PSF
Single Ply Fully Adhered Adhered 915
Multi-Ply Hot Asphalt Hot Asphalt 825
Multi-Ply Torched Hot Asphalt 825
Multi-Ply Torch Cap Hot Asphalt Base Hot Asphalt 840
Multi-Ply Torched Adhered 810
Vertical Pull Resistance Over Structural Concrete Deck
The assemblies listed are a sample of the highest vertical pull values available through FM’s RoofNav® utilizing DensDeck®
Roof Boards. The test method used was FM 1-52.
It is important to note that the vertical pull results are for the entire roof assembly, not just the DensDeck Roof Boards.
For a comprehensive list of vertical pull tests and additional information, please visit https://www.roofnav.com. Actual
results may vary depending on moisture (see page 15), and other factors. Georgia-Pacific Gypsum makes no
representations or warranties concerning the vertical pull or uplift resistance of any roof assembly or system.
The vertical pull test measures the uplift resistance in pounds on a four square foot test area. A 2’ x 2’ assembly is adhered
to a concrete deck and the uplift force is divided by four to get the pounds per square foot uplift resistance.
System Components, Standards and Classifications – Wind Uplift Resistance
Uplift Resistance Pressures Achieved With DensDeck® Through Independent Testing
The following are typical roofing systems with examples of assemblies evaluated by FM, UL or other labs for wind uplift
resistance. These systems are presented for illustration only, and the examples of wind uplift resistance are for the entire
assembly tested, not just the DensDeck® Roof Boards. Actual results may vary depending on moisture (see page 15),
and other factors. Georgia-Pacific Gypsum makes no representations or warranties concerning the vertical pull
or uplift resistance of any roof assembly or system.
(Check membrane manufacturers’ listing including FM, UL and other accredited labs for thousands of additional uplift assembly ratings
with DensDeck products .)
Fastener rates shown are for the field of the roof . Additional fasteners are required for perimeter and corner areas and require either
additional designer authority calculations or uplift testing . Unless otherwise noted, all screws used in tests are polymer coated, FM
approved, min . 12 gauge steel and plates are 3” (76 mm) diameter corrosion resistant steel . Tests were conducted over 22 gauge steel
decks . For fastener requirements in wood or structural concrete decks, refer to FM Global Property Loss Prevention Data Sheet 1-29 .
Components above vapor retarder
bonded with cold mastics, hot asphalt
or adhesives .
Vapor Retarder Substrate
System Type and Description
B
C
F
A
G
DE
Wind-Uplift PSF Product # of fasteners
(4’ x 8’ board)
FM 1-90 5/8” (15.9 mm) DensDeck 8
FM 1-90 5/8” (15.9 mm) DensDeck Prime 8
A. Any Rated Adhered Membrane
B. Min. 1/4” (6.4 mm) DensDeck Roof Board (optional)
C. Insulation (optional)
D. Vapor Retarder
E. Min. 5/8” (15.9 mm)
DensDeck Roof Board
F. Classified Steel Deck
G. Fastener (see chart)
11/20/2019
08/17/2020
TF/JH
REScheck Software Version 4.7.0
Compliance Certificate
Project
Energy Code:2015 IECC
Location:Aspen, Colorado
Construction Type:Single-family
Project Type:New Construction
Conditioned Floor Area:6,457 ft2
Glazing Area 40%
Climate Zone:7 (9922 HDD)
Permit Date:
Construction Site:
617 W. Bleeker
Aspen, CO 81611
Owner/Agent:
Rachel K & Mark Schwartz
1061 Country Club Road
Bloomfield Hills, MI 48304
248-321-8329
MARK@MSSPHD.COM
Designer/Contractor:
Monica Ponce de Leon
Monica Ponce de Leon Studio INC.
29 Stanhope Street
3rd Floor
Boston, MA 02116
212-691-6835
MPDL@MPDLSTUDIO.COM
0062-2019-BRESPermit Number:
Compliance: Passes using UA trade-off
18.9% Better Than Code Maximum UA:957 Your UA:776
The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Compliance:
Envelope Assemblies
Assembly
Gross Area
or
Perimeter
Cavity
R-Value
Cont.
R-Value U-Factor UA
Wall 1: Wood Frame, 16" o.c.3,768 20.0 6.0 0.042 80
Window 1: Metal Frame with Thermal Break:Double Pane 1,471 0.260 382
Door 1: Solid 335 0.350 117
Door 2: Glass 52 0.320 17
Basement Wall 1: Solid Concrete or Masonry
Wall height: 12.0'
Depth below grade: 12.0'
Insulation depth: 12.0'
3,398 15.0 15.0 0.026 88
Ceiling 1: Flat Ceiling or Scissor Truss 507 49.0 0.0 0.026 13
Ceiling 2: Cathedral Ceiling 3,596 49.0 0.0 0.022 79
Name - Title Signature Date
Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other
calculations submitted with the permit application. The proposed building has been designed to meet the 2015 IECC requirements in
REScheck Version 4.7.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Project Title:
Data filename: C:\Users\ak\Desktop\REScheck\617 W Bleeker.rck Page 1 of 10
08/13/20Report date:
AKAUSTIN KAA 08/13/20
08/17/2020
08/17/2020
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Inspection Checklist
Requirements: 0.0% were addressed directly in the REScheck software
REScheck Software Version 4.7.0
Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each
requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided.
Energy Code: 2015 IECC
Section
#
& Req.ID
Pre-Inspection/Plan Review Plans Verified
Value
Field Verified
Value Complies?Comments/Assumptions
103.1,
103.2
[PR1]1
Construction drawings and
documentation demonstrate
energy code compliance for the
building envelope. Thermal
envelope represented on
construction documents.
Complies
Does Not
Not Observable
Not Applicable
103.1,
103.2,
403.7
[PR3]1
Construction drawings and
documentation demonstrate
energy code compliance for
lighting and mechanical systems.
Systems serving multiple
dwelling units must demonstrate
compliance with the IECC
Commercial Provisions.
Complies
Does Not
Not Observable
Not Applicable
302.1,
403.7
[PR2]2
Heating and cooling equipment is
sized per ACCA Manual S based
on loads calculated per ACCA
Manual J or other methods
approved by the code official.
Heating:
Btu/hr_____
Cooling:
Btu/hr_____
Heating:
Btu/hr_____
Cooling:
Btu/hr_____
Complies
Does Not
Not Observable
Not Applicable
Additional Comments/Assumptions:
1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3)
Project Title:
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Section
#
& Req.ID
Foundation Inspection Plans Verified
Value
Field Verified
Value Complies?Comments/Assumptions
402.1.1
[FO4]1
Conditioned basement wall
insulation R-value. Where interior
insulation is used, verification
may need to occur during
Insulation Inspection. Not
required in warm-humid locations
in Climate Zone 3.
R-_____
R-_____
R-_____
R-_____
Complies
Does Not
Not Observable
Not Applicable
See the Envelope Assemblies
table for values.
303.2
[FO5]1
Conditioned basement wall
insulation installed per
manufacturer’s instructions.
Complies
Does Not
Not Observable
Not Applicable
402.2.9
[FO6]1
Conditioned basement wall
insulation depth of burial or
distance from top of wall.
_____ ft _____ ft Complies
Does Not
Not Observable
Not Applicable
See the Envelope Assemblies
table for values.
303.2.1
[FO11]2
A protective covering is installed
to protect exposed exterior
insulation and extends a
minimum of 6 in. below grade.
Complies
Does Not
Not Observable
Not Applicable
403.9
[FO12]2
Snow- and ice-melting system
controls installed.
Complies
Does Not
Not Observable
Not Applicable
Additional Comments/Assumptions:
1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3)
Project Title:
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Section
#
& Req.ID
Framing / Rough-In Inspection Plans Verified
Value
Field Verified
Value Complies?Comments/Assumptions
402.1.1,
402.3.4
[FR1]1
Door U-factor.U-_____U-_____Complies
Does Not
Not Observable
Not Applicable
See the Envelope Assemblies
table for values.
402.1.1,
402.3.1,
402.3.3,
402.5
[FR2]1
Glazing U-factor (area-weighted
average).
U-_____U-_____Complies
Does Not
Not Observable
Not Applicable
See the Envelope Assemblies
table for values.
303.1.3
[FR4]1
U-factors of fenestration products
are determined in accordance
with the NFRC test procedure or
taken from the default table.
Complies
Does Not
Not Observable
Not Applicable
402.4.1.1
[FR23]1
Air barrier and thermal barrier
installed per manufacturer’s
instructions.
Complies
Does Not
Not Observable
Not Applicable
402.4.3
[FR20]1
Fenestration that is not site built
is listed and labeled as meeting
AAMA /WDMA/CSA 101/I.S.2/A440
or has infiltration rates per NFRC
400 that do not exceed code
limits.
Complies
Does Not
Not Observable
Not Applicable
402.4.5
[FR16]2
IC-rated recessed lighting fixtures
sealed at housing/interior finish
and labeled to indicate ≤2.0 cfm
leakage at 75 Pa.
Complies
Does Not
Not Observable
Not Applicable
403.3.1
[FR12]1
Supply and return ducts in attics
insulated >= R-8 where duct is
>= 3 inches in diameter and >=
R-6 where < 3 inches. Supply and
return ducts in other portions of
the building insulated >= R-6 for
diameter >= 3 inches and R-4.2
for < 3 inches in diameter.
Complies
Does Not
Not Observable
Not Applicable
403.3.5
[FR15]3
Building cavities are not used as
ducts or plenums.
Complies
Does Not
Not Observable
Not Applicable
403.4
[FR17]2
HVAC piping conveying fluids
above 105 ºF or chilled fluids
below 55 ºF are insulated to ≥R-
3.
R-_____R-_____Complies
Does Not
Not Observable
Not Applicable
403.4.1
[FR24]1
Protection of insulation on HVAC
piping.
Complies
Does Not
Not Observable
Not Applicable
403.5.3
[FR18]2
Hot water pipes are insulated to
≥R-3.
R-_____R-_____Complies
Does Not
Not Observable
Not Applicable
403.6
[FR19]2
Automatic or gravity dampers are
installed on all outdoor air
intakes and exhausts.
Complies
Does Not
Not Observable
Not Applicable
1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3)
Project Title:
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Section
#
& Req.ID
Insulation Inspection Plans Verified
Value
Field Verified
Value Complies?Comments/Assumptions
303.1
[IN13]2
All installed insulation is labeled
or the installed R-values
provided.
Complies
Does Not
Not Observable
Not Applicable
402.1.1,
402.2.5,
402.2.6
[IN3]1
Wall insulation R-value. If this is a
mass wall with at least ½ of the
wall insulation on the wall
exterior, the exterior insulation
requirement applies (FR10).
R-_____
Wood
Mass
Steel
R-_____
Wood
Mass
Steel
Complies
Does Not
Not Observable
Not Applicable
See the Envelope Assemblies
table for values.
303.2
[IN4]1
Wall insulation is installed per
manufacturer’s instructions.
Complies
Does Not
Not Observable
Not Applicable
Additional Comments/Assumptions:
1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3)
Project Title:
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Section
#
& Req.ID
Final Inspection Provisions Plans Verified
Value
Field Verified
Value Complies?Comments/Assumptions
402.1.1,
402.2.1,
402.2.2,
402.2.6
[FI1]1
Ceiling insulation R-value.R-_____
Wood
Steel
R-_____
Wood
Steel
Complies
Does Not
Not Observable
Not Applicable
See the Envelope Assemblies
table for values.
303.1.1.1,
303.2
[FI2]1
Ceiling insulation installed per
manufacturer’s instructions.
Blown insulation marked every
300 ft².
Complies
Does Not
Not Observable
Not Applicable
402.2.3
[FI22]2
Vented attics with air permeable
insulation include baffle adjacent
to soffit and eave vents that
extends over insulation.
Complies
Does Not
Not Observable
Not Applicable
402.2.4
[FI3]1
Attic access hatch and door
insulation ≥R-value of the
adjacent assembly.
R-_____R-_____Complies
Does Not
Not Observable
Not Applicable
402.4.1.2
[FI17]1
Blower door test @ 50 Pa. <=5
ach in Climate Zones 1-2, and
<=3 ach in Climate Zones 3-8.
ACH 50 =_____ACH 50 =_____Complies
Does Not
Not Observable
Not Applicable
403.3.4
[FI4]1
Duct tightness test result of <=4
cfm/100 ft2 across the system or
<=3 cfm/100 ft2 without air
handler @ 25 Pa. For rough-in
tests, verification may need to
occur during Framing Inspection.
_____ cfm/100
ft2
_____ cfm/100
ft2
Complies
Does Not
Not Observable
Not Applicable
403.3.3
[FI27]1
Ducts are pressure tested to
determine air leakage with
either: Rough-in test: Total
leakage measured with a
pressure differential of 0.1 inch
w.g. across the system including
the manufacturer’s air handler
enclosure if installed at time of
test. Postconstruction test: Total
leakage measured with a
pressure differential of 0.1 inch
w.g. across the entire system
including the manufacturer’s air
handler enclosure.
_____ cfm/100
ft2
_____ cfm/100
ft2
Complies
Does Not
Not Observable
Not Applicable
403.3.2.1
[FI24]1
Air handler leakage designated
by manufacturer at <=2% of
design air flow.
Complies
Does Not
Not Observable
Not Applicable
403.1.1
[FI9]2
Programmable thermostats
installed for control of primary
heating and cooling systems and
initially set by manufacturer to
code specifications.
Complies
Does Not
Not Observable
Not Applicable
403.1.2
[FI10]2
Heat pump thermostat installed
on heat pumps.
Complies
Does Not
Not Observable
Not Applicable
403.5.1
[FI11]2
Circulating service hot water
systems have automatic or
accessible manual controls.
Complies
Does Not
Not Observable
Not Applicable
1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3)
Project Title:
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Section
#
& Req.ID
Final Inspection Provisions Plans Verified
Value
Field Verified
Value Complies?Comments/Assumptions
403.6.1
[FI25]2
All mechanical ventilation system
fans not part of tested and listed
HVAC equipment meet efficacy
and air flow limits.
Complies
Does Not
Not Observable
Not Applicable
403.2
[FI26]2
Hot water boilers supplying heat
through one- or two-pipe heating
systems have outdoor setback
control to lower boiler water
temperature based on outdoor
temperature.
Complies
Does Not
Not Observable
Not Applicable
403.5.1.1
[FI28]2
Heated water circulation systems
have a circulation pump. The
system return pipe is a dedicated
return pipe or a cold water supply
pipe. Gravity and thermos-
syphon circulation systems are
not present. Controls for
circulating hot water system
pumps start the pump with signal
for hot water demand within the
occupancy. Controls
automatically turn off the pump
when water is in circulation loop
is at set-point temperature and
no demand for hot water exists.
Complies
Does Not
Not Observable
Not Applicable
403.5.1.2
[FI29]2
Electric heat trace systems
comply with IEEE 515.1 or UL
515. Controls automatically
adjust the energy input to the
heat tracing to maintain the
desired water temperature in the
piping.
Complies
Does Not
Not Observable
Not Applicable
403.5.2
[FI30]2
Water distribution systems that
have recirculation pumps that
pump water from a heated water
supply pipe back to the heated
water source through a cold
water supply pipe have a
demand recirculation water
system. Pumps have controls
that manage operation of the
pump and limit the temperature
of the water entering the cold
water piping to 104ºF.
Complies
Does Not
Not Observable
Not Applicable
403.5.4
[FI31]2
Drain water heat recovery units
tested in accordance with CSA
B55.1. Potable water-side
pressure loss of drain water heat
recovery units < 3 psi for
individual units connected to one
or two showers. Potable water-
side pressure loss of drain water
heat recovery units < 2 psi for
individual units connected to
three or more showers.
Complies
Does Not
Not Observable
Not Applicable
404.1
[FI6]1
75% of lamps in permanent
fixtures or 75% of permanent
fixtures have high efficacy lamps.
Does not apply to low-voltage
lighting.
Complies
Does Not
Not Observable
Not Applicable
404.1.1
[FI23]3
Fuel gas lighting systems have
no continuous pilot light.
Complies
Does Not
Not Observable
Not Applicable
1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3)
Project Title:
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Section
#
& Req.ID
Final Inspection Provisions Plans Verified
Value
Field Verified
Value Complies?Comments/Assumptions
401.3
[FI7]2
Compliance certificate posted.Complies
Does Not
Not Observable
Not Applicable
303.3
[FI18]3
Manufacturer manuals for
mechanical and water heating
systems have been provided.
Complies
Does Not
Not Observable
Not Applicable
Additional Comments/Assumptions:
1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3)
Project Title:
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