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Section 1: Project Information
Energy Code:2014 Oregon Energy Efficiency Specialty Code
Project Title:StorQuest Self-Storage
Project Type: New Construction
Envelope Compliance Method: Prescriptive
Construction Site: Owner/Agent: Designer/Contractor:
12800 SW Pacific Highway Jon Suddarth Dirk McCulloch
Tigard,Oregon 97223 12740 SW Pacific Hwy SP,LLC Magellan Architecture
5301 DTC Blvd 8383 158th Ave NE,Suite 280
Greenwood Village,Colorado 80111 Redmond,Washington 98052
303-759-7008 425-885-4300
• jsuddarth@williamwarren.com dirk@magellanarchitects.com
Building Location(for weather data): Tigard,Oregon
Climate Zone: 4c
Vertical Glazing/Wall Area Pct.: 12%
Building Use:Area Type Floor Area
1-Self-Storage(Warehouse):Nonresidential 100628
2-Leasing Office(Office):Nonresidential 1834
Section 2: Envelope Assemblies and Requirements Checklist
Envelope TBD:All building area types must be assigned to at least one envelope assembly
Envelope Assemblies:
R-Value Proposed Max.Allowed
Component Name/Description Cavity Cont. U-Factor SHGC U-Factor SHGC
Basement:Solid Concrete,8in.Thickness,Normal Density, 0.0 7.5 0.103 --- 0.108 ---
Furring:Metal,Wall Ht 10.0,Depth B.G. 10.0,[Bldg. Use 1 -
Self-Storage]
Floor:Unheated Slab-On-Grade,[Bldg. Use 1 -Self-Storage] --- --- 0.730 --- 0.730 ---
Floor:Concrete Floor(over unconditioned space),[Bldg.Use 1 - --- 30.0 0.030 --- 0.076 ---
Self-Storage]
Ext.Wall:Concrete Block,8in.,Solid Grouted,Normal Density, 0.0 7.5 0.097 --- 0.150 ---
Furring:Metal,[Bldg.Use 1 -Self-Storage]
Ext.Wall:Concrete Block,8in.,Solid Grouted,Normal Density, 0.0 7.5 0.097 --- 0.150 ---
Furring:Metal,[Bldg.Use 1 -Self-Storage]
Door:Insulated Metal,Swinging,[Bldg.Use 1 -Self-Storage] --- --- 0.700 --- 0.700 ---
Door:,Entrance Door,Entrance Door,[Bldg.Use 1 -Self-Storage] --- --- 0.800 0.400 0.800 0.400
Ext.Wall:Steel-Framed, 16in.o.c.,[Bldg.Use 1 -Self-Storage] 19.0 5.6 0.068 --- 0.064 ---
Window:Metal Frame,Thermal Break,Clear,[Bldg.Use 1 - --- --- 0.328 0.340 0.460 0.400
Self-Storage]
Roof:Insulation Entirely Above Deck,[Bldg.Use 1 -Self-Storage] --- 30.0 0.032 --- 0.048 ---
Roof:Metal Building,Standing Seam(b),[Bldg.Use 1 - 13.0 16.5 0.035 --- 0.055
Self-Storage]
(a)Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation.
(b)Thermal spacer block with minimum R-3.5 must be installed above the purlin/batt,and the roof deck secured to the purlins.
In the following requirements,blank checkboxes identify requirements that the applicant has not acknowledged as being met.Checkmarks
identify requirements that the applicant acknowledges are met or excepted from compliance. 'Plans reference page/section'identifies where in
the plans/specs the requirement can be verified as being satisfied.
Fenestration Product Rating:
Project Title:StorQuest Self-Storage Report date:08/29/16
Data filename: Page 1 of 3
• 1. U-factors of fenestration products(windows,doors and skylights)are determined in accordance with NFRC 100 by an accredited,
independent laboratory,and labeled and certified by the manufacturer or are determined using the commercial size category values
listed in Chapter 15 of the 2009 ASHRAE Handbook of Fundamentals,Table No.4 and shall include the effects of the window frame.
The temporary label afixed to the fenestration products must not be removed prior to inspection.
Plans reference page/section:A0.20:A7.10
• 2. Solar heat gain coefficient(SHGC)of glazed fenestration products(windows,glazed doors and skylights)shall be determined in
accordance with NFRC 200 by an accredited,independent laboratory,and labeled and certified by the manufacturer or be determined
using the Solar Heat Gain Coefficients(SHGC)in Chapter 15 of the 2009 ASHRAE Handbook of Fundamentals,Table No.10.The
overall values must consider type of frame material and operator for the SHGC at normal incidence.
Plans reference page/section:A0.20.A7.10
Air Leakage, Insulation,and Component Certification:
• 3. Sealing of the building envelope.Openings and penetrations in the building envelope are sealed with caulking materials or closed with
gasketing systems compatible with the construction materials and location.Joints and seams are sealed in the same manner or taped
or covered with a moisture vapor-permeable wrapping material.Sealing materials spanning joints between construction materials allow
for expansion and contraction of the construction materials.
Plans reference page/section: A8.50
• 4. Window and door assemblies.The air leakage of window and sliding or swinging door assemblies that are part of the building envelope
are determined in accordance with AAMA/WDMA/CSA 101/I.S.2/A440,or NFRC 400 by an accredited,independent laboratory,and
labeled and certified by the manufacturer.
Plans reference page/section:
• 5. Curtain wall,storefront glazing and commercial entrance doors.Curtain wall,storefront glazing and commercial-glazed swinging
entrance doors and revolving doors are tested for air leakage in accordance with ASTM E 283.For curtain walls and storefront glazing,
the maximum air leakage rate is 0.3 cubic foot per minute per square foot of fenestration area.For commercial glazed swinging
entrance doors and revolving doors,the maximum air leakage rate is 1.00 cfm/ft2 of door area.
Plans reference page/section:A7.10
• 6. Building thermal envelope insulation.An R-value identification mark is applied(by manufacturer)to each piece of insulation 12
inches or greater in width.Alternately,the insulation installers have provided a signed,dated and posted certification listing the type,
manufacturer and R-value of insulation installed.Refer to code section for blown or sprayed insulation installation/settling depths and
merqms.
7. Insulationarkre
markuireinstallentation.Insulating materials are installed such that the manufacturer's R-value mark is readily observable upon
inspection.
• 8. Insulation product rating.The thermal resistance(R-value)of insulation has been determined in accordance with the U.S.FTC R-value
rule.
• 9. Installation.All material,systems and equipment are installed in accordance with the manufacturer's installation instructions and the
International Building Code.
10.Outdoor air intakes and exhaust openings.Stair and elevator shaft vents and other outdoor air intakes and exhaust openings integral
to the building envelope shall be equipped with not less than a Class I motorized,leakage-rated damper with a maximum leakage rate
of 4 cfm per square foot at 1.0 inch water gauge when tested in accordance with AMCA 500D.Stair and shaft vent dampers shall be
capable of being automatically closed during normal building operation and interlocked to open as required by fire and smoke detection
systems.
Plans reference page/section: Deferred Submittal-Mechanical
• 11.Loading dock weatherseals.Cargo doors and loading dock doors are equipped with weather seals to restrict infiltration when vehicles
are parked in the doorway.
Requirement is not applicable.
Plans reference page/section:
• 12.Recessed lighting.Recessed luminaires installed in the building thermal envelope are sealed to limit air leakage between conditioned
and unconditioned spaces.All recessed luminaires are IC-rated and labeled as meeting ASTM E 283.All recessed luminaires are
sealed with a gasket or caulk between the housing and interior wall or ceiling covering.
Plans reference page/section: Deferred Submittal-Electrical
• 13.Standing seam metal building roofs require a thermal block of R-3.5.See Table 502.2(2).
Plans reference page/section:A0.20:D5
• 14.Vestibules.Doors that separate conditioned space from the exterior are protected with an enclosed vestibule,with all doors of the
vestibule equipped with self-closing devices.Vestibules are designed so interior and exterior doors to not operate simultaneously.
Requirement is not applicable.
Plans reference page/section:
Project Title:StorQuest Self-Storage Report date:08/29/16
Data filename: Page 2 of 3
15.'Other'components have supporting documentation for proposed U-Factors.
Plans reference page/section: A7.10
Project Notes:
Mechanical and Electrical systems are deferred submittals for this project. Associated calculations and COMCheck Reports will be provided
with those deferred submittals.
Project Title: StorQuest Self-Storage Report date: 08/29/16
Data filename: Page 3 of 3