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Report (10) . lPzo'S-oaa P/ /1070 sti/ 6eth ) '>' COM check Software Version 4.1.1.0 Envelope Compliance Certificate Section 1: Project Information RECEIVED JAN 9 2020 Energy Code:2014 Oregon Energy Efficiency Specialty Code Project Title: Red Rock Creek Commons CITY OF TIGARD Project Type: New Construction BUILDING DIVISION Envelope Compliance Method:Simplified Trade-Off Construction Site: Owner/Agent: Designer/Contractor: • 11090 SW 68th Parkway Oregon Kayla Zander Tigard,OR 97223 Carleton Hart Architecture 830 SW 10th Ave #200 Portland,OR 97205 503-206-3038 kayla.zander@carletonhart.com Building Location(for weather data): Tigard,Oregon Climate Zone: 4c Vertical Glazing/Wall Area Pct.: 13% Building Use:Area Type Floor Area 1-Multifamily:Residential 36198 Section 2: Envelope Assemblies and Requirements Checklist Envelope PASSES:Design 5%better than code. Envelope Assemblies: Component Name/Description Gross Cavity Cont. Proposed Budget Area or R-Value R-Value U-Factor U-Factor(a) Perimeter Roof 1:Insulation Entirely Above Deck,[Bldg.Use 1 -Multifamily] 8721 --- 30.0 0.032 0.048 Exterior Wall-West:Wood-Framed, 16"o.c.,[Bldg.Use 1 - 5649 23.0 6.0 0.041 0.064 Multifamily] Window 1:Vinyl/Fiberglass Frame,Perf.Specs.:Product ID AAMA 955 --- --- 0.270 0.350 Certification,SHGC 0.30,[Bldg.Use 1 -Multifamily](b) Window-Storefront:Metal Frame with Thermal Break, Perf.Specs.: 249 --- --- 0.450 0.460 Product ID Kawneer,SHGC 0.40,PF 1.10,[Bldg.Use 1 - Multifamily](b) Door 1:Glass(>50%glazing):Metal Frame,Entrance Door,Perf. 22 --- --- 0.450 0.800 Specs.:Product ID Kawneer,SHGC 0.40,PF 1.30,[Bldg.Use 1 -Multifamily](b) Exterior Wall-South:Wood-Framed,16"o.c.,[Bldg.Use 1 - 4951 23.0 6.0 0.041 0.064 Multifamily] Window 2:Vinyl/Fiberglass Frame,Perf.Specs.:Product ID AAMA 324 --- --- 0.270 0.350 Certification,SHGC 0.30,[Bldg.Use 1 -Multifamily](b) Window-Storefront 2:Metal Frame with Thermal Break,Pert. 62 --- --- 0.450 0.460 Specs.:Product ID Kawneer,SHGC 0.40,PF 0.78,[Bldg. Use 1 -Multifamily](b) Door 2:Glass(>50%glazing):Metal Frame,Non-Entrance Door, 23 --- --- 0.450 0.550 Perf.Specs.:Product ID Kawneer,SHGC 0.40,PF 0.78,[Bldg. Use 1 -Multifamily](b) Exterior Wall-East:Wood-Framed,16"o.c.,[Bldg.Use 1 - 6080 23.0 6.0 0.041 0.064 Multifamily] Window 3:Vinyl/Fiberglass Frame,Pert.Specs.:Product ID AAMA 684 --- --- 0.270 0.350 Certification,SHGC 0.30,[Bldg. Use 1 -Multifamily](b) Door 3:Insulated Metal,Swinging,[Bldg. Use 1 -Multifamily] 24 --- --- 0.200 0.700 Project Title: Red Rock Creek Commons Report date:01/07/20 Data filename:P:\2017\17055_Red Rock Creek Commons\02 Permit Bid\COMcheck\200107-RRCC-COMcheck.cck Page 1 of 4 Exterior Wall-North:Wood-Framed, 16"o.c.,[Bldg.Use 1 - 5089 23.0 6.0 0.041 0.064 Multifamily] Window 4:Vinyl/Fiberglass Frame,Perf.Specs.:Product ID AAMA 624 --- --- 0.270 0.350 Certification,SHGC 0.30,[Bldg.Use 1 -Multifamily](b) Window-Storefront 3:Metal Frame with Thermal Break,Pert. 19 --- --- 0.450 0.460 Specs.:Product ID Kawneer,SHGC 0.40,PF 2.96,[Bldg.Use 1 -Multifamily](b) Window-Storefront 4:Metal Frame with Thermal Break,Perf. 18 --- --- 0.450 0.460 Specs.:Product ID Kawneer,SHGC 0.40,PF 0.40,[Bldg.Use 1 -Multifamily](b) Door 4:Glass(>50%glazing):Metal Frame,Entrance Door,Perf. 24 --- --- 0.450 0.800 Specs.:Product ID Kawneer,SHGC 0.40,PF 4.08,[Bldg. Use 1 -Multifamily](b) Exterior Wall-West Stem Wall:Solid Concrete:10" 141 15.0 0.0 0.069 0.090 Thickness,Normal Density,Furring:Wood,[Bldg.Use 1 - Multifamily] Exterior Wall-West Basement:Solid Concrete:8"Thickness,Normal 145 14.4 0.0 0.138 0.090 Density,Furring:Metal,[Bldg.Use 1 -Multifamily] Exterior Wall-South Stem Wall:Solid Concrete:10" 14 15.0 0.0 0.069 0.090 Thickness,Normal Density,Furring:Wood,[Bldg. Use 1 - Multifamily] Exterior Wall-South Basement:Solid Concrete:8" 398 14.4 0.0 0.138 0.090 Thickness,Normal Density,Furring:Metal,[Bldg.Use 1 - Multifamily] Door 5:Insulated Metal,Swinging,[Bldg. Use 1 -Multifamily] 26 --- --- 0.200 0.700 Door 6:Insulated Metal,Swinging,[Bldg.Use 1 -Multifamily] 24 --- --- 0.200 0.700 Door 7:Insulated Metal,Swinging,[Bldg.Use 1 -Multifamily] 24 --- --- 0.200 0.700 Door 8:Insulated Metal,Swinging,[Bldg.Use 1 -Multifamily] 24 --- --- 0.200 0.700 Exterior Wall-East Basement:Solid Concrete:8"Thickness,Normal 82 15.0 0.0 0.136 0.090 Density,Furring:Metal,[Bldg.Use 1 -Multifamily] Exterior Wall-North Stem Wall:Solid Concrete:10" 71 14.4 0.0 0.071 0.090 Thickness,Normal Density,Furring:Wood,[Bldg. Use 1 - Multifamily] Exterior Wall-North Basement:Solid Concrete:8" 266 15.0 0.0 0.136 0.090 Thickness,Normal Density,Furring:Metal,[Bldg.Use 1 - Multifamily] (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. 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: ❑ 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. Exception(s): ❑ Site-built fenestration products shall have a single certificate specifying glazing type,special coatings,spacers,gas fills, center-of-glass and overall U-factor,and center-of-glass SHGC for every type of site built glass used.These certificates shall be maintained on the jobsite and made available to the inspector. Plans reference page/section: ❑ 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. Exception(s): ❑ Site-built fenestration products shall have a single certificate specifying glazing type,special coatings,spacers,gas fills, center-of-glass and overall U-factor,and center-of-glass SHGC for every type of site built glass used.These certificates shall be maintained on the jobsite and made available to the inspector. Plans reference page/section: Air Leakage, Insulation, and Component Certification: Project Title: Red Rock Creek Commons Report date:01/07/20 Data filename:P:\2017\17055_Red Rock Creek Commons\02_Permit_Bid\COMcheck\200107-RRCC-COMcheck.cck Page 2 of 4 LI 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: Li 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 AAMANVDMA/CSA 101/I.S.2/A440,or NFRC 400 by an accredited,independent laboratory,and labeled and certified by the manufacturer. Exception(s): C3 Site-constructed windows and doors that are weatherstripped or sealed in accordance with Section 502.4.3. 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. Exception(s): Requirement is not applicable. Plans reference page/section: O 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 marker requirements. • 7. Insulation mark installation.Insulating materials are installed such that the manufacturer's R-value mark is readily observable upon inspection. u 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. Exception(s): ▪ Requirement is not applicable. Plans reference page/section: • 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. Exception(s): O 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. Exception(s): O Requirement is not applicable. Plans reference page/section: u 13.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. Exception(s): LI Doors not intended to be used as a building entrance door,such as doors to mechanical or electrical equipment rooms. L3 Doors opening directly from a sleeping unit or dwelling unit. Li Doors that open directly from a space less than 3000 sq.ft.in area. Li Revolving doors. LI Doors used primarily to facilitate vehicular movement or material handling and adjacent personnel doors. O Requirement is not applicable. Project Title: Red Rock Creek Commons Report date: 01/07/20 Data filename:P:\2017\17055_Red Rock Creek Commons\02_Permit_Bid\COMcheck\200107-RRCC-COMcheck.cck Page 3 of 4 Plans reference page/section: 14.'Other'components have supporting documentation for proposed U-Factors. Exception(s): FJ Requirement is not applicable. Plans reference page/section: Section 3: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed envelope system has been designed to meet the 2014 Oregon Energy Efficiency Specialty Code requirements in COMcheck Version 4.1.1.0 and to comply with the mandatory requirements in the Requirements Checklist. Name-Title Signature Date Project Title: Red Rock Creek Commons Report date:01/07/20 Data filename:P:\2017\17055_Red Rock Creek Commons\02_Permit_Bid\COMcheck\200107-RRCC-COMcheck.cck Page 4 of 4 80°2ot7- ®a oe/ l/©9O s/) (S' ' . i n n 0 RECEIVED Quote No. 1025425/i windows + doors JAN 92020 27452 52nd Ave. Langley,BC V4W 4B2 Tel. 604-854-1111 Fax 604-854-1718 CITY OF TIGARD Toll Free 866-854-1122 BUILDING DIVISION Bill To Project Information Contact Name Carleton Hart Architectures P.C. Red Rock Creek Commons 830 SW 10th Ave #200 11090 SW 68th PKWY Phone Portland, OR 97205 Tigard, OR 98223 503-243-2252 USA USA Fax Customer PO Customer Reference Delivery Representative Quote Date Red Rock Creek Commons Patrick McMahon 27/05/2019 Items-Viewed from OUTSIDE 1. Prod. ID: A Tag: Location: Heel Width: 30 0 Heel Height: 66 0 Color: Ext. Ceylon C34 / Int. Natural White 9016 n Weight: 69.69 lbs Quantity: 3 System: Defender 76 DS W=30.0000, PVC Attachments: Flange NAFS: CW-PG50. Fixed Air. 720 Pa Water. Glazing: 1. 4 Low-E Soft/4 Clear(OD 21) S-FED G-Arg PFilm WINDOW TYPE A CUSTODIAL LOCK Items on This Page Approved By: (Purchaser's Initials) • 5/27/2019 Page 1 of 5 Quote# Quote Date 1025425 27/05/2019 Items-Viewed from OUTSIDE 2. Prod. ID: B Tag: Location: Heel Width: 18 8 Heel Height: 66 Color: Ext. Ceylon C34 / Int. Natural White 9016 �I, I Weight: 46.05 lbs _ Quantity: 3 System: Defender 76 DS 'ry_ _-- ,w=1s.000o, PVC Attachments: Flange NAFS: CW-PG50. Fixed Air. 720 Pa Water. Glazing: 1. 4 Low-E Soft Tempered/4 Tempered (OD 21) S- FED G-Arg PFilm WINDOW TYPE B CUSTODIAL LOCK Items-Viewed from OUTSIDE 3. Prod. ID: C Tag: Location: Heel Width: 30 0 Heel Height: 66 0 Color: Ext. Ceylon C34 / Int. Natural White 9016 Weight: 87.57 lbs x Quantity: 55 System: Defender 76 DS W=30.0000, PVC Attachments: Flange Hardware: Tilt Before Turn Window Screen: No T&T Window Handle: White 4 Inch Restrictor: Yes T&T Hinge Caps: White NAFS: CW-PG70. A3 Air. 730 Pa Water. Glazing: 1. 4 Low-E Soft/4 Clear (OD 21) S-FED G-Arg PFilm WINDOW TYPE C • Clear Openings: - 241/16 "x6011/16 " WINDOW TYPE H - SIM CUSTODIAL LOCK Items on This Page Approved By: (Purchaser's Initials) 5/27/2019 Page 2 of 5 Quote # Quote Date • 1025425 27/05/2019 Items-Viewed from OUTSIDE 4. Prod. ID: D \, 71/ Tag: Location: Heel Width: 48 Heel Height: 66 Color: Ext. Ceylon C34 / Int. Natural White 9016 Weight: 136.05 lbs Quantity: 80 2 1' - System: Defender 76 DS ;—" '" '�- •'� xn=1e.0oo0W1 =30.0000, W=48.0000 , • PVC Attachments: Flange Hardware: Tilt Before Turn Window Screen: No T&T Window Handle: White 4 Inch Restrictor: Yes T&T Hinge Caps: White NAFS: CW-PG60. A3 Air. 730 Pa Water. Glazing: 1. 4 Low-E Soft/4 Clear(OD 21) S-FED G-Arg PFilm 2. 4 Low-E Soft/4 Clear(OD 21) S-FED G-Arg PFilm Clear Openings: WINDOW TYPE D - 251/16 " x6011/16 " LIMITER • Items-Viewed from OUTSIDE 5. Prod. ID: E Tag: Location: Heel Width: 18 Heel Height: 84 Color: Ext. Ceylon C34 / Int. Natural White 9016 x Weight: 57.74 lbs z i� Quantity: 1 System: Defender 76 DS ,Y4'111.61K PVC Attachments: Flange NAFS: CW-PG50. Fixed Air. 720 Pa Water. Glazing: 1. 4 Low-E Soft Tempered/4 Tempered (OD 21) S- • FED G-Arg PFilm WINDOW TYPE E CUSTODIAL LOCK Items on This Page Approved By: (Purchaser's Initials) 5/27/2019 Page 3 of 5 Quote # Quote Date 1025425 27/05/2019 Items-Viewed from OUTSIDE 6. Prod. ID: F Tag: 1 Location: Heel Width: 30 8 . Heel Height: 84 o g Color: Ext. Ceylon C34 / Int. Natural White g o 9016 11c Weight: 110.69 lbs = ii Quantity: 11 - System: Defender 76 DS W=30.0000 PVC Attachments: Flange Hardware: Tilt Before Turn Window Screen: No T&T Window Handle: White 4 Inch Restrictor: Yes T&T Hinge Caps: White NAFS: CW-PG60. A3 Air. 730 Pa Water. Glazing: 1. 4 Low-E Soft/4 Clear(OD 21) S-FED G-Arg PFilm 2. 4 Low-E Soft/4 Clear(OD 21) S-FED G-Arg PFilm Clear Openings: WINDOW TYPE F - 24 1/16 "x 61 11/16 " CUSTODIAL LOCK • Items on This Page Approved By: (Purchaser's Initials) 5/27/2019 Page 4 of 5 Quote# Quote Date 1025425 27/05/2019 Items-Viewed from OUTSIDE 7. Prod. ID: G Tag: Location: Heel Width: 48 0 Heel Height: 84 o g Color: Ext. Ceylon C34 / Int. Natural White 9016 II co z „ Weight: 171.89 lbs • Quantity: 17 '2 - System: Defender 76 DS y2.is.0000Wl=30.0000 W =48.0000 'PVC Attachments: Flange Hardware: Tilt Before Turn Window Screen: No T&T Window Handle: White 4 Inch Restrictor: Yes T&T Hinge Caps: White NAFS: LC-PG75 (CW-PG50) A3 Air. 730 Pa Water. Glazing: 1. 4 Low-E Soft/4 Clear (OD 21) S-FED G-Arg PFilm 2. 4 Low-E Soft/4 Clear (OD 21) S-FED G-Arg PFilm 3. 4 Low-E Soft/4 Clear(OD 21) S-FED G-Arg PFilm Clear Openings: WINDOW TYPE G - 25 1/16 " x 61 11/16 " LIMITER Items on This Page Approved By: (Purchaser's Initials) Total Sq. Footage 3261.25 Total Weight 20244.81 lbs Total Qty of Items 170 Total Width of Items 566.50 ft 5/27/2019 Page 5 of 5 FOR OFFICE USE ONLY—SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. 111 City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT _ Transmittal Letter TIGARD 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard- .gov TO: TOM HOCHSTATTER DATE REC r VED:` DEPT: BUILDING DIVISION ' C E I V E® JAN 9 2020 FROM: KAYLA ZANDER CITY OF TIGARD BUILDING DIVISION COMPANY: CARLETON HART ARCHITECTURE PHONE: 503-206-3038 / By:6 RE: 11090 SW 68th Parkway BUP2019-00081 (Site Address) (Permit Number) Red Rock Cre ' Commons (Project name or slit) ion name lot numb- ATTACHED ARE THE FOLL I 41. Copies: Description: Copies: Description: Additional set(s) of pl. s. i' Revisions: Cross section(s) and det.'s.. Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. (2) Other(explain): CO check Report, Building Elevations, Window Schedule, In►otech Window Cutsheets, Innotech Specifications Section REMARKS: FOR OFFICE USE ONLY Routed to Permit 'echnician: Date:)— 26 Initials: 4)) Fees Due: E es ❑No Fee Description: A unt Due. • , p1 re."Q•i w $ $ $ $ Special Instructions: Reprint Permit (per PE): ❑ Yes No D Done Applicant Notified: k .-- Date: 1/, Initials: i 17 I:\Building\Forms\TransmittalLetter-Revisions.doc 05/25/2012