Loading...
Report (6) • RECEIVED APR 1 1 2012 Whole Building Approach (WBA) Compliance Report: Page 1 Project Name:Tenant- Tigard,OR 5935 Project Address: 7500 SW Dartmouth Street,Tigard,OR 97223 Date:April 10,2012 Designer of Record:BCRA Telephone:253 627-4367 Contact Person(Modeler):Bob Matulis Telephone:913 742-5487 Principal Heating S rce: City:Tigard,OR Fossil Fuel D Electricity Weather Data:Portland,OR 0 Solar/Site Recovered 0 Other Energy Code:2010 Oregon Energy Efficiency Specialty Code Space Summary Building use: Conditioned Area Unconditioned Total (sf) (sf) (sf) Grocery Sales 16,098 16,098 GM Sales 77,522 77,522 Miscellaneous 43,087 43,087 Total 136,707 136,707 Advisory Messages Proposed Building Budget Building Difference Design Proposed-Budget Number of hours heating/cooling loads not met(system/plant) 0%/0% 0%/0% 0 Number of warnings 0 0 0 Number of errors 0 0 0 Number of defaults overridden 0 0 0 Compliance Result The design detailed in the above references plans complies with the mandatory requirements of the 2010 Oregon Energy Efficiency Specialty Code and the Design Energy Cost does not exceed the WBA(Whole Building Approach). Therefore this design DOES COMPLY with the 2010 Oregon Energy Efficiency Specialty Code WBA Compliance Methodology. Individual certifying authee3ticity of he d a provided in this anal sis: Signature _! 4 4 Title: Mechanical Engineer City of Tigard y4frai ,--- � � 0 c7 A. . ove. Plans A^^ - f ` By 41i Date f�1 L2- 2010 Oregon Energy Efficiency Specialty Code OFFICE COPY 7 Whole Building Approach (WBA) Compliance Report Page 2 Project Name:Tenant- Tigard,OR 5935 Project Address: 7500 SW Dartmouth Street,Tigard,OR 97223 Date:April 10,2012 Energy Summary by End Use Proposed Building Budget Building Proposed/ End Use Energy TypeEnergy Peak Energy Peak Budget Energy /0° ) (106 Btu/yr) (1o'Btu/h) (108 Btu/yr) (10'Btu/h) ( Lighting-Area Electricity 2,521 361 5,219 596 48% Space Heating Gas 6,561 2,301 4,261 1,711 154% Space Cooling Electricity 1,429 827 1,800 948 79% Fans Electricity 148 17 161 18 92% All Plug Loads Electricity 1,257 85 1,257 85 1,257 Refrigeration&Ext Light Electricity 3,782 457 4,222 543 90% Domestic Hot Water Electricity 68 8 68 8 100% TOTAL BUILDING 15,766 16,987 930/0 CONSUMPTION Energy Summary by End Use (All Energy, including Unregulated) Proposed Building Budget Building Proposed/Budget Energy Cost Energy Cost Energy Cost (108 Btu/yr) ($/yr) (106 Btu/yr) ($/yr) (%) (%) Electricity 9,137 $ 187,399 12,659 $ 259,628 72% 72% Natural Gas 6,629 $75,578 4,329 $ 49,351 153% 153% CHW - - - - - District steam - - - - - - Total Non-solar 15,766 $262,977 16,987 $ 308,979 93% 85% Solar or site recovered - - - - - - Total including Solar 15,766 $262,977 16,987 $ 308,979 93% 85% *These results use assumptions for showing compliance during a typical year;actual energy costs may be substantially different 2010 Oregon Energy Efficiency Specialty Code Tigard, OR 5935 Criteria Budget Design Proposed Design Codes(2010 Oregon Efficiency Specialty Code—Washington County—Zone 4c) Envelope CMU Walls R-5.7(U=.150) (U=.167)(Foam Insulated CMU) Insulation Roof Insulation R-20 (U=.048) R-17.2 Window U-Factor 0.46(Overall) 1.25(Default value allowed for IA"single pane) Window 0.40/0.46 SHGC= .82(Default value allowed for'/1' SHGC/SC single pane) Note:Vestibule creates huge overhang. SC x.87=SHGC;SC=.94 Skylight U-Factor 0.60(Overall) .71 Skylight 0.40/0.46 SHGC = .42 SC x.87=SHGC; SC=.48 SHGC/SC Slab-On-Grade Not Required Insulation No perimeter insulation. Floors Unheated Skylight U-Factor N/A N/A Skylight N/A N/A SHGC/SC Lighting Lighting Power Retail Sales: 1.32 Proposed Store:0.86 Density(W/sf) Per Table 505.2(a) Parking Lighting 0.13 W/SF 17,985 Watts Table 505.6.2 Daylighting Daylighting N/A N/A Control Plug Loads Equipment Power same Same Density(W/sf) Tigard, OR 5935 _ Criteria Budget Design Proposed Design Codes(2010 Oregon Efficiency Specialty Code—Washington County—Zone 4c) Mechanical System System Type Air-Cooled Packaged DX Constant Same as ASHRAE Baseline. Volume Heating Source Gas Heat Same as ASHRAE Baseline. Furnace Efficiency Min AFUE 80%on all RTUs Min AFUE 80%on all RTUs Cooling Efficiency 3 ton Capacity: 13 SEER 3 Ton: 16.1 SEER: 7,13 RTU7,13 5 Ton: 15.5 SEER: 3-6,19-22 5 ton Capacity: 13 SEER 10 Ton: 12.1 EER: 1,2,11,12,14,15,18, RTU3-6,19-22 20 Ton: 12.6 EER: 8-10,16,17 10 ton Capacity: 11 EER RTU1,2,11,12,14,15,18 20 ton Capacity:9.8 EER RTU8-10,16,17 Airside Yes Same as ASHRAE Baseline. Economizer Utility Rates Electricity $0.069 per kWh Same Natural Gas $1.142/Therm Same Building Elements that exceed the prescriptive requirements of the code: 1. Proposed RTU SEERs and EERs exceed the prescriptive requirements. (Refer to above table) 2. The Proposed sales area lighting exceeds the prescriptive requirements. (Refer to above table) The sales lighting is the vas majority of the building. 3. Proposed lighting in the sales area is shut off during the day due to daylighting. Building Elements that do not comply with the prescriptive requirements of the code: 1. Proposed 8" CMU with core insulation does not meet prescriptive requirements (Refer to above table) 2. Proposed continuous R17.2 roof insulation does not meet prescriptive requirements (Refer to above table) 3. The single pane glass doors at the store entries do not meet the prescriptive requirements (Refer to above table) 4. The proposed design does not have perimeter insulation and does not meet the prescriptive requirements (Refer to above table) 5. The proposed skylights do not meet the prescriptive U Value and SHGC (Refer to above table) 6. Some of the non sales areas of lighting does not meet the prescriptive lighting requirements. (Refer to above table) Notes: 1) This is a 24 hour store so schedules for lighting etc were based on 24 hour per day (No Set Back). 2) Cooling Set Point is 75F and Heating Set Point is 68F. Tigard, OR 5935 3) In the proposed design the sales floor lights are dimmed due to day lighting. The schedule calls for lights being on 100% between 6pm and 8am; 40% from 8am — 11 am and 3pm -6pm; and 20% from 11 am —3pm. ri., COMcheck Software Version 3.9.0 Envelope Compliance Certificate Oregon Energy Efficiency Specialty Code Section 1: Project Information Project Type:New Construction Envelope Compliance Method:Simplified Trade-Off Project Title:WAL-MART SUPERCENTER#5935 Construction Site: Owner/Agent: Designer/Contractor: 7500 SW Dartmouth Street WAL-MART Lisa Coyan and Bob Matulis Tigard,OR 97223 Bentonville,AR HENDERSON ENGINEERS 8325 Lenexa Drive;Suite 400 Lenexa,KS Section 2: General Information WBA (Whole Building Approach Used to Demonstrate Compliance. Building Location(for weather data): Tigard,Oregon Climate Zone: 4c Comcheck Envelope Compliance Form Building Type for Envelope Requirements: Non-Residential Vertical Glazing/Wall Area Pct.: 1% included for Requirements Checklist Skylight Glazing/Roof Area Pct.: 4% Building Type Floor Area Supercenter(Retail) 136707 Section 3: Requirements Checklist Envelope FAILS: Design 6%worse than code. Climate-Specific Requirements: 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 136707 --- 17.2 0.056 0.048 Skylight 1:Metal Frame:Double Pane,Clear,SHGC 0.42 5190 --- --- 0.710 0.600 Wall-CMU with Foam Ins U=.167:Concrete Block:8",Partially 23748 --- 3.1 0.156 0.150 Grouted,Cells Insulated,Medium Density,Furring:None Window 1:Metal Frame:Single Pane,Clear,SHGC 0.82,PF 1.00 288 --- --- 1.250 0.460 Swing Door:Insulated Metal,Swinging 441 --- --- 0.232 0.700 Exterior Wall 2:Concrete Block,8",Partially Grouted,Cells 4900 21.7 0.0 0.105 0.150 Insulated,Medium Density,Furring:Metal Exterior Wall 3:Concrete Block,8",Solid Grouted,Medium Density, 620 --- 0.0 0.580 0.150 Furring:None Floor 1:Slab-On-Grade:Unheated 1519 --- --- --- --- (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. In the following requirements,the relevant code section reference is shown in H. '+'denotes that more details exist in the specified code section.Checkboxes identify requirements that the applicant has not acknowledged as being met. Check marked requirements identify those 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. [303.1.3]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 Project Title:WAL-MART SUPERCENTER#5935 Report date:04/05/12 Data filename:W:\Stores\05500 to 05999\05935-TIGARD-OR\1392095935 Tigard OR 5935-00\000\E-Calcs\1392095935 OREGON.cck Page 1 of 3 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:For Skylights see spec section 08631.Door glass U factors based on ASHRAE Fund Chapter 15 are found on attached WBA Modeling Characteristics ✓ 2. [303.1.3]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:For Skylights see spec section 08631.Door glass SHGC factors based on ASHRAE Fund Chapter 15 are found on attached WBA Modeling Characteristics Air Leakage, Insulation, and Component Certification: 1/ 3. [502.4.3]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: Spec section 07900-Joint Sealers ✓ 4. [502.4.1 +]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: Spec section 08110-HM Doors and Frames ✓ 5. [502.4.2+]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: Spec section 08411 -Storefront ✓ 6. [303.1.1 +]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. [303.1.2]Insulation mark installation.Insulating materials are installed such that the manufacturer's R-value mark is readily observable upon inspection. ✓ 8. [303.1.4]Insulation product rating.The thermal resistance(R-value)of insulation has been determined in accordance with the U.S.FTC R-value rule. ✓ 9. [303.2]Installation.All material,systems and equipment are installed in accordance with the manufacturer's installation instructions and the International Building Code. ✓ 10.[502.4.4]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: Spec section 07210-Building Insulation ✓ 11.[502.4.5]Loading dock weatherseals.Cargo doors and loading dock doors are equipped with weather seals to restrict infiltration when vehicles are parked in the doorway. Plans reference page/section: Spec section 11160,paragraph 2.3 ✓ 12.[502.4.7+]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: Spec section 07900-Joint Sealers ✓ 13.[502.4.6+]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. Plans reference page/section: Spec section 04200, Paragraph 2.12 • 14.[103.2+]'Other'components have supporting documentation for proposed U-Factors. Plans reference page/section: Spec section 08462-Automatic Sliding Entrance Doors Project Title: WAL-MART SUPERCENTER#5935 Report date: 04/05/12 Data filename:W:\Stores\05500 to 05999\05935-TIGARD-OR\1392095935 Tigard OR 5935-00\000\E-Calcs\1392095935 OREGON.cck Page 2 of 3 Project Title: WAL-MART SUPERCENTER#5935 Report date: 04/05/12 Data filename:W:\Stores\05500 to 05999\05935-TIGARD-OR\1392095935 Tigard OR 5935-00\000\E-Calcs\1392095935 OREGON.cck Page 3 of 3 COMcheck Software Version 3.9.0 Interior Lighting Compliance Certificate Oregon Energy Efficiency Specialty Code Section 1: Project Information Project Type:New Construction Project Title :WAL-MART SUPERCENTER#5935 Construction Site: Owner/Agent: Designer/Contractor: 7500 SW Dartmouth Street WAL-MART Lisa Coyan and Bob Matulis Tigard,OR 97223 Bentonville,AR HENDERSON ENGINEERS 8325 Lenexa Drive;Suite 400 Lenexa,KS Section 2: Interior Lighting and Power Calculation A B C D Floor Area Allowed Allowed Watts Watts/ft2 Supercenter(Retail) 136707 1.32 180453 Total Allowed Watts= 180453 Section 3: Interior Lighting Fixture Schedule A B C D E Fixture ID:Description I Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Supercenter(Retail 136707 sq.ft.) T8/T12 Fluorescent 1: 1:Surface 8'Strip/48"T8 32W/Electronic 4 82 112 9184 T8/T12 Fluorescent 2:2:Surface 4'Strip/48"T8 32W/Electronic 2 6 59 354 T8/T12 Fluorescent 5: 10:2'x 4'Troffer/48"T8 32W/Electronic 2 125 74 9250 Incandescent 6:12:Dock Light/Other 1 4 90 360 T8/T12 Fluorescent 6:20:8'Strip Perimeter/48"T8 32W/Electronic 2 154 54 8316 T8/T12 Fluorescent 7:21:8'Strip Master ballast/48"T8 32W/Electronic 4 25 116 2900 T8/T12 Fluorescent 8:22:8'Strip Slave ballast/48"T8 32W/Electronic 4 651 116 75516 T8/T12 Fluorescent 6 copy 1:23:4'Strip Perimeter/48"18 32W/Electronic 1 4 29 116 T8/T12 Fluorescent 1 copy 1:30:Surface 8'Strip/48"T8 32W/Electronic 4 5 105 525 LED 1:50:Enclosed LED Light/Other/Standard 1 33 59 1947 Linear Fluorescent 15 copy 1:53B:Tenant Signage Wall Wash/46"T5 54W/Electronic 1 50 60 3000 Track lighting 1:57:Wattage based on circuit breaker capacity(20 amps x 120 volts) 0 0 0 2400 LED 2:58A:Grocery Pendant Light/Other/Electronic 1 6 5 30 LED 3:68:LED Down Light/Other/Electronic 2 63 13 819 Linear Fluorescent 14:B:Suspended Indirect/Direct/46"T5 54W/Electronic 4 7 118 826 Linear Fluorescent 14 copy 1:C:Suspended Strip/48"T8 32W/Electronic 4 6 54 324 LED 3 copy 1:D:Suspended Strip/Other/Electronic 2 18 70 1260 Total Proposed Watts= 117127 Section 4: Requirements Checklist In the following requirements,the relevant code section reference is shown in H. '+'denotes that more details exist in the specified code section. Checkboxes identify requirements that the applicant has not acknowledged as being met. Check marked requirements identify those 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. Lighting Wattage: Project Title: WAL-MART SUPERCENTER#5935 Report date: 04/04/12 Data filename:W:\Stores\05500 to 05999\05935-TIGARD-OR\1392095935 Tigard OR 5935-00\000\E-Calcs\1392095935 OREGON.cck Page 1 of 27 1 • ✓ 1. [505.1 +]Total proposed watts must be less than or equal to total allowed watts. Allowed Wattage: 180453 Proposed Wattage: 117127 Complies:YES Mandatory Requirements: ✓ 2. [505.4]Exit signs.Internally illuminated exit signs shall not exceed 5 watts per side. Plans reference page/section: See Sheets El, E1.1, E1.2, and GE1 ✓ 3. [505.2.2.3+]Daylight zone control.All daylight zones are provided with individual controls that control the lights independent of general area lighting in the non-daylight zone.In all individual daylight zones larger than 350 sq.ft.,automatic daylight controls is provided. Automatic daylight sensing controls reduce the light output of the controlled luminaires at least 50 percent,and provide an automatic OFF control,while maintaining a uniform level of illumination.Contiguous daylight zones adjacent to vertical fenestration may be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations (i.e.,north,east,south,west).Daylight zones under skylights shall be controlled separately from daylight zones adjacent to vertical fenestration. Plans reference page/section: See Sheets El, E1.1, GE1, EM1,and EM2 ✓ 4. [505.2.1 +]Interior lighting controls.At least one local shutoff lighting control has been provided for every 2,000 square feet of lit floor area and each area enclosed by walls or floor-to-ceiling partitions.The required controls are located within the area served by the controls or are a remote switch that identifies the lights served and indicates their status. • Exception applies:Lighting systems serving areas designated as security or emergency areas that must be continuously lighted. Plans reference page/section: See Sheets El. E1.1. GE1. EM1. and EM2 ✓ 5. [505.2.3+]Sleeping unit controls.Master switch at entry to hotel/motel guest room. Plans reference page/section: Not Applicable ✓ 6. [505.2.1.1]Egress lighting.Egress illumination is controlled by a combination of listed emergency relay and occupancy sensors to shut off during periods that the building space served by the means of egress is unoccupied. • Exception applies:Building exits as defined in Section 1002 of the Oregon Structural Specialty Code. Plans reference page/section: Not Applicable • 7. [505.2.2+]Additional controls.Each area that is required to have a manual control shall have additional controls that meet the requirements of Sections 505.2.2.1 and 505.2.2.2. Plans reference page/section: See Sheets El. E1.1, GE1, EM1 and EM2 ✓ 8. [505.2.2.1 +]Light reduction controls.Each space required to have a manual control also allows for reducing the connected lighting load by at least 50 percent by either 1)controlling(dimming or multi-level switching)all luminaires;or 2)dual switching of alternate rows of luminaires,alternate luminaires,or alternate lamps;or 3)switching the middle lamp luminaires independently of other lamps;or 4)switching each luminaire or each lamp. Plans reference page/section: See Sheets El, E1.1. and GE1 1 9. [505.2.2.2]Buildings larger than 2,000 square feet are equipped with an automatic control device to shut off lighting in those areas.This automatic control device shall function on either: 1)a scheduled basis,using time-of-day,with an independent program schedule that controls the interior lighting in areas that do not exceed 10,000 square feet and are not more than one floor;or 2)an occupant sensor that shall turn lighting off within 30 minutes of an occupant leaving a space;or 3)a signal from another control or alarm system that indicates the area is unoccupied. Plans reference page/section: See Sheets El. E1.1. GE1. EM1. and EM2 1 10.[505.2.2]Occupancy sensors in rooms that include daylight zones are required to have Manual ON activation. Plans reference page/section: Not Applicable ✓ 11.[505.2.2]An occupant sensor control device is installed that automatically turns lighting off within 30 minutes of all occupants leaving a space. Plans reference page/section: See Sheets El, E1.1, GE1, EM1, and EM2 ✓ 12.[505.2.2]Additional controls.An occupant sensor control device that automatically turns lighting off within 30 minutes of all occupants leaving a space or a locally activated switch that automatically turns lighting off within 30 minutes of being activated is installed in all storage and supply rooms up to 1000 square feet. Plans reference page/section: See Sheets E1.1 and GE1 ✓ 13.[505.2.2.2.1]Occupant override.Automatic lighting shutoff operating on a time-of-day scheduled basis incorporates an override switching device that:1)is readily accessible,2)is located so that a person using the device can see the lights or the area controlled Project Title:WAL-MART SUPERCENTER#5935 Report date: 04/04/12 Data filename:W:\Stores\05500 to 05999\05935-TIGARD-OR\1392095935 Tigard OR 5935-00\000\E-Calcs\1392095935 OREGON.cck Page 2 of 27 by that switch,or so that the area being lit is annunciated,3)is manually operated,4)allows the lighting to remain on for no more than 2 hours when an override is initiated,and 5)controls an area not exceeding 2,000 square feet. Plans reference page/section: See Sheet El, E1.1, EMI, and EM2 ✓ 14.[505.2.2.2.2]Holiday scheduling.Automatic lighting shutoff operating on a time-of-day scheduled basis has an automatic holiday scheduling feature that turns off all loads for at least 24 hours,then resumes the normally scheduled operation. v./ Exception applies:Retail stores and associated malls,restaurants,grocery stores,places of religious worship,theaters and exterior lighting zones. Plans reference page/section: ✓ 15.[505.2.4+]Exterior lighting controls.Lighting not designated for dusk-to-dawn operation shall be controlled by either a combination of a photosensor and a time switch,or an astronomical time switch.Lighting designated for dusk-to-dawn operation shall be controlled by an astronomical time switch or photosensor. Plans reference page/section: See Sheets El, E1.1, E1.2, EMI, and EM2 • 16.[505.3]Tandem wiring.The following luminaires located within the same area shall be tandem wired: 1.Fluorescent luminaires equipped with one,three or odd-numbered lamp configurations,that are recess-mounted within 10 feet center-to-center of each other. 2.Fluorescent luminaires equipped with one,three or any odd-numbered lamp configuration,that are pendant-or surface-mounted within 1 foot edge-to-edge of each other. Exception applies:Where electronic high-frequency ballasts are used. Plans reference page/section: See Sheets El. El.1. E1.2, and GE1 ✓ 17.[505.5.1 +]Medical task lighting or arUhistory display lighting claimed to be exempt from compliance has a control device independent of the control of the nonexempt lighting. Plans reference page/section: Not Applicable ✓ 18.[505.7+]Each dwelling unit in a building is metered separately. Plans reference page/section: Not Applicable Interior Lighting PASSES:Design 35%better than code. Section 5: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed lighting system has been designed to meet the Oregon Energy Efficiency Specialty Code requirements in COMcheck Version 3.9.0 and to comply with the mandatory requirements in the Requirements Checklist. Lisa Coyan Name-Title Signa ure Date Project Title:WAL-MART SUPERCENTER#5935 Report date: 04/04/12 Data filename:W:\Stores\05500 to 05999\05935-TIGARD-OR\1392095935 Tigard OR 5935-00\000\E-Calcs\1392095935 OREGON.cck Page 3 of 27 • riftCOMcheck Software Version 3.9.0 Exterior Lighting Compliance Certificate Oregon Energy Efficiency Specialty Code Section 1: Project Information Project Type:New Construction Project Title:WAL-MART SUPERCENTER#5935 Exterior Lighting Zone: 4(High activity metropolitan commercial district) Construction Site: Owner/Agent: Designer/Contractor: 7500 SW Dartmouth Street WAL-MART Lisa Coyan and Bob Matulis Tigard,OR 97223 Bentonville,AR HENDERSON ENGINEERS 8325 Lenexa Drive;Suite 400 Lenexa,KS Section 2: Exterior Lighting Area/Surface Power Calculation A B C D E F Exterior Area/Surface Quantity Allowed Tradable Allowed Proposed Watts Wattage Watts Watts /Unit (B x C) Parking Lot(Parking area) 332042 ft2 0.13 Yes 43165 15859 Pedestrian Path(Walkway<10 feet wide) 2198 ft of walkway length 1 Yes 2198 1720 Main Entrance(Main entry) 24 ft of door width 30 Yes 720 0 Other Exits(Other door(not main entry)) 51 ft of door width 20 Yes 1020 221 Truck Dock(Illuminated length of facade wall or surface) 48 ft 5 No 240 40 Flagpole Light(Special feature area) 40 ft2 0.2 Yes 8 185 Total Tradable Watts*= 47111 17985 Total Allowed Watts= 47351 Total Allowed Supplemental Watts**= 1300 'Wattage tradeoffs are only allowed between tradable areas/surfaces. "A supplemental allowance equal to 1300 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Section 3: Exterior Lighting Fixture Schedule A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Parking Lot(Parking area 332042 ft2):Tradable Wattage LED Area Light:DiD5_38:LED Area Light/Other/Standard 1 1 570 570 LED Area Light copy 1:D2F12_38:LED Area Light/Other/Standard 1 3 426 1278 LED Area Light copy 2:D2W12_38:LED Area Light/Other/Standard 1 1 426 426 LED Area Light copy 3:0D5_38:LED Area Light/Other/Standard 1 3 1140 3420 LED Area Light copy 4:QG1_38:LED Area Light/Other/Standard 1 4 1068 4272 LED Area Light copy 6:SD5_38:LED Area Light/Other/Standard 1 1 285 285 LED Area Light copy 7:SW12_38:LED Area Light/Other/Standard 1 1 213 213 LED Area Light copy 8:SW8_38:LED Area Light/Other/Standard 1 7 160 1120 LED Area Light copy 9:Ti D5_38:LED Area Light/Other/Standard 1 5 855 4275 Pedestrian Path(Walkway<10 feet wide 2198 ft of walkway length):Tradable Wattage LED Area Light copy 5:SALEM_38:LED Area Light/Other/Standard 1 20 86 1720 Main Entrance(Main entry 24 ft of door width):Tradable Wattage Other Exits(Other door(not main entry)51 ft of door width):Tradable Wattage LED:11:LED Security Light/Other/Standard 1 6 20 120 LED copy 1:5W:LED Security Light/Other/Standard 1 1 101 101 Project Title:WAL-MART SUPERCENTER#5935 Report date: 04/04/12 Data filename:W:\Stores\05500 to 05999\05935-TIGARD-OR\1392095935 Tigard OR 5935-00\000\E-Calcs\1392095935 OREGON.cck Page 4 of 27 Truck Dock(Illuminated length of facade wall or surface 48 ft):Non-tradable Wattage LED copy 1:11:LED Security Light/Other/Standard 1 2 20 40 Flagpole Light(Special feature area 40 ft2):Tradable Wattage HID 14:70:Flagpole Spotlight/Metal Halide 150W/Standard 1 1 185 185 Total Tradable Proposed Watts= 17985 Section 4: Requirements Checklist In the following requirements,the relevant code section reference is shown in(J. '+'denotes that more details exist in the specified code section.Checkboxes identify requirements that the applicant has not acknowledged as being met.Check marked requirements identify those 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. Lighting Wattage: • 1. [505.6.2+]Within each non-tradable area/surface,total proposed watts must be less than or equal to total allowed watts.Across all tradable areas/surfaces,total proposed watts must be less than or equal to total allowed watts. Complies:Passes. Controls, Switching, and Wiring: ✓ 2. [505.6.2+]All exemption claims are associated with fixtures that have a control device independent of the control of the nonexempt lighting. Plans reference page/section: Not Applicable ✓ 3. [505.2.4+]Lighting not designated for dusk-to-dawn operation is controlled by either a a photosensor(with time switch),or an astronomical time switch. Plans reference page/section: Not Applicable ✓ 4. [505.2.4+]Lighting designated for dusk-to-dawn operation is controlled by an astronomical time switch or photosensor. Plans reference page/section: See Sheet El. E1.1, E1.2. EM1. and EM2 5. [505.2.4+]All time switches retain programming and the time setting during loss of power for a period of at least 10 hours. Plans reference page/section: See EM1 and EM2 ✓ 6. [505.2.4+]Lighting designated to operate more than 2000 hours per year for Uncovered Parking Areas shall be equipped with motion sensors that will reduce the luminaire power by thirty-three percent or turn off one-third the luminaires when no activity is detected. Plans reference page/section: See E1.2, EM1 and EM2 Exterior Lighting Restrictions and Exceptions: ✓ 7. [505.6.1 +]Mercury vapor and incandescent lighting is not permitted for use as exterior lighting. ✓ 8. [505.6.1 +]Exempt lighting fixtures are equipped with a control device independent of the control of the nonexempt lighting and are identified in Section 3 table above. Plans reference page/section: Not Applicable Exterior Lighting PASSES: Design 639 better than code. Section 5: Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed lighting system has been designed to meet the Oregon Energy Efficiency Specialty Code requirements in COMcheck Version 3.9.0 and to comply with the mandatory requirements in the Requirements Checklist. Lisa Coyan Name Title ign-lure / Date Project Title:WAL-MART SUPERCENTER#5935 Report date: 04/04/12 Data filename:W:\Stores\05500 to 05999\05935-TIGARD-OR\1392095935 Tigard OR 5935-00\000\E-Calcs\1392095935 OREGON.cck Page 5 of 27 irrilA 1 . COMcheck Software Version 3.9.0 Mechanical Compliance Certificate Oregon Energy Efficiency Specialty Code Section 1: Project Information Project Type:New Construction Project Title :WAL-MART SUPERCENTER#5935 Construction Site: Owner/Agent: Designer/Contractor: 7500 SW Dartmouth Street WAL-MART Lisa Coyan and Bob Matulis Tigard,OR 97223 Bentonville,AR HENDERSON ENGINEERS 8325 Lenexa Drive;Suite 400 Lenexa,KS Section 2: General Information Building Location(for weather data): Tigard,Oregon Climate Zone: 4c Section 3: Mechanical Systems List Quantity System Type&Description 2 3 Ton RTUs(Single Zone): Heating:2 each-Other,Gas,Capacity=100 kBtu/h Cooling:2 each-Rooftop Package Unit,Capacity=36 kBtu/h,Efficiency=16.10 SEER,Air-Cooled Condenser 7 5 Ton RTUs(Single Zone): Heating:7 each-Other,Gas,Capacity=150 kBtu/h Cooling:7 each-Rooftop Package Unit,Capacity=60 kBtu/h,Efficiency=15.50 SEER,Air-Cooled Condenser, Air Economizer 1 5 Ton RTU-No Heat(Single Zone): Cooling:1 each-Rooftop Package Unit,Capacity=60 kBtu/h,Efficiency=15.50 SEER,Air-Cooled Condenser, Air Economizer 5 10 Ton RTUs Low Heat(Single Zone): Heating:5 each-Other,Gas,Capacity=130 kBtu/h Cooling:5 each-Rooftop Package Unit,Capacity=120 kBtu/h,Efficiency=12.30 EER,Air-Cooled Condenser, Air Economizer 2 10 Ton RTUs High Heat(Single Zone): Heating:2 each-Other,Gas,Capacity=240 kBtu/h Cooling:2 each-Rooftop Package Unit,Capacity=120 kBtu/h,Efficiency=12.30 EER,Air-Cooled Condenser, Air Economizer 5 20 Ton RTUs(Single Zone): Heating:5 each-Other,Gas,Capacity=480 kBtu/h Cooling:5 each-Rooftop Package Unit,Capacity=240 kBtu/h,Efficiency=12.10 EER,Air-Cooled Condenser, Air Economizer 3 AHU(Single Zone): Heating:3 each-Other,Gas,Capacity=800 kBtu/h Cooling:3 each-Rooftop Package Unit,Capacity=240 kBtu/h,Efficiency=10.80 EER,Air-Cooled Condenser, Air Economizer 3 Unit Heaters-Gas Heat(Single Zone): Heating:3 each-Unit Heater,Gas,Capacity=250 kBtu/h,Efficiency=80.00%Ec 1 Radiant Heater(Single Zone): Heating: 1 each-Unit Heater,Gas,Capacity=150 kBtu/h,Efficiency=80.00%Ec 2 Water Heater-Recirc-40 Gallon:Electric Storage Water Heater,Capacity:40 gallons w/Circulation Pump, Efficiency:100.00 EF 1 Water Heater 6 Gallon:Electric Storage Water Heater,Capacity:6 gallons w/Heat Trace Tape Installed 1 Water Heater 15 Gallon:Electric Storage Water Heater,Capacity:15 gallons w/Circulation Pump,Efficiency: 100.00 1 Project Title:WAL-MART SUPERCENTER#5935 Report date: 04/04/12 Data filename:W:\Stores\05500 to 05999\05935-TIGARD-OR\1392095935 Tigard OR 5935-00\000\E-Calcs\1392095935 OREGON.cck Page 6 of 27 Water Heater 100 Gallon:Gas Storage Water Heater,Capacity:100 gallons,Input Rating:199 Btu/h w/ Circulation Pump,Efficiency:80.00%Et Section 4: Requirements Checklist In the following requirements,the relevant code section reference is shown in(3. '+'denotes that more details exist in the specified code section.Checkboxes identify requirements that the applicant has not acknowledged as being met. Check marked requirements identify those 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. Requirements Specific To: 3 Ton RTUs : • 1. [503.2.3+]Equipment meets minimum efficiency: Rooftop Package Unit: 13.00 SEER ✓ 2. [503.2.6+]Energy recovery ventilation systems.Individual fan systems that have both a design supply air capacity of 5,000 cfm or greater and a minimum outside air supply of 70 percent or greater of the design supply air quantity have an energy recovery system. Plans reference page/section:N/A <5000 CFM Sheet M3-Rooftop Unit Schedule ✓ 3. [503.3.2]Hydronic system controls.Hydronic systems of at least 300,000 Btu/h design output capacity supplying heated and chilled water to comfort conditioning systems include controls that meet the requirements of Section 503.4.3. Plans reference page/section: N/A Requirements Specific To: 5 Ton RTUs : • 1. [503.2.3+]Equipment meets minimum efficiency: Rooftop Package Unit: 13.00 SEER ✓ 2. [503.2.6+]Energy recovery ventilation systems.Individual fan systems that have both a design supply air capacity of 5,000 cfm or greater and a minimum outside air supply of 70 percent or greater of the design supply air quantity have an energy recovery system. Plans reference page/section:N/A <5000 CFM Sheet M3-Rooftop Unit Schedule 3. [503.3.1 +]Supply air economizers shall be provided on each cooling system and are capable of providing 100-percent outdoor air, even if additional mechanical cooling is required to meet the cooling load of the building.Systems provide a means to relieve excess outdoor air during economizer operation to prevent overpressurizing the building. Plans reference page/section: Sheet M3-Rooftop Unit Schedule ✓ 4. [503.3.2]Hydronic system controls.Hydronic systems of at least 300,000 Btu/h design output capacity supplying heated and chilled water to comfort conditioning systems include controls that meet the requirements of Section 503.4.3. Plans reference page/section: N/A Requirements Specific To: 5 Ton RTU -No Heat : • 1. [503.2.3+]Equipment meets minimum efficiency: Rooftop Package Unit: 13.00 SEER ✓ 2. [503.2.6+]Energy recovery ventilation systems.Individual fan systems that have both a design supply air capacity of 5,000 cfm or greater and a minimum outside air supply of 70 percent or greater of the design supply air quantity have an energy recovery system. Plans reference page/section:N/A<5000 CFM Sheet M3-Rooftop Unit Schedule ✓ 3. [503.3.1 +]Supply air economizers shall be provided on each cooling system and are capable of providing 100-percent outdoor air, even if additional mechanical cooling is required to meet the cooling load of the building.Systems provide a means to relieve excess outdoor air during economizer operation to prevent overpressurizing the building. Plans reference page/section: Sheet M3-Rooftop Unit Schedule Requirements Specific To: 10 Ton RTUs Low Heat : • 1. [503.2.3+]Equipment meets minimum efficiency: Rooftop Package Unit: 11.00 EER(11.2 IEER) ✓ 2. [503.2.6+]Energy recovery ventilation systems.Individual fan systems that have both a design supply air capacity of 5,000 cfm or greater and a minimum outside air supply of 70 percent or greater of the design supply air quantity have an energy recovery system. Plans reference page/section: N/A OSA< 70 ✓ 3. [503.2.12]Hot Gas Bypass Limitation.Cooling systems does not use hot gas bypass or other evaporator pressure control unless the equipment is designed with multiple steps(or continuous)capacity modulation. Plans reference page/section: Sheet M3-Rooftop Unit Schedule ✓ 4. [503.3.1 +]Supply air economizers shall be provided on each cooling system and are capable of providing 100-percent outdoor air, even if additional mechanical cooling is required to meet the cooling load of the building.Systems provide a means to relieve excess outdoor air during economizer operation to prevent overpressurizing the building. Plans reference page/section: Sheet M3-Rooftop Unit Schedule Project Title:WAL-MART SUPERCENTER#5935 Report date: 04/04/12 Data filename:W:\Stores\05500 to 05999\05935-TIGARD-OR\1392095935 Tigard OR 5935-00\000\E-Calcs\1392095935 OREGON.cck Page 7 of 27 ✓ 5. [503.3.2]Hydronic system controls.Hydronic systems of at least 300,000 Btu/h design output capacity supplying heated and chilled • water to comfort conditioning systems include controls that meet the requirements of Section 503.4.3. Plans referencePa9 e/section: N/A Requirements Specific To: 10 Ton RTUs High Heat: • 1. [503.2.3+]Equipment meets minimum efficiency: Rooftop Package Unit: 11.00 EER(11.2 IEER) ✓ 2. [503.2.6+]Energy recovery ventilation systems.Individual fan systems that have both a design supply air capacity of 5,000 cfm or greater and a minimum outside air supply of 70 percent or greater of the design supply air quantity have an energy recovery system. Plans reference page/section: N/A OSA< 70 ✓ 3. [503.2.12]Hot Gas Bypass Limitation.Cooling systems does not use hot gas bypass or other evaporator pressure control unless the equipment is designed with multiple steps(or continuous)capacity modulation. Plans reference page/section: Sheet M3-Rooftop Unit Schedule ✓ 4. [503.3.1 +]Supply air economizers shall be provided on each cooling system and are capable of providing 100-percent outdoor air, even if additional mechanical cooling is required to meet the cooling load of the building.Systems provide a means to relieve excess outdoor air during economizer operation to prevent overpressurizing the building. Plans reference page/section: Sheet M3-Rooftop Unit Schedule ✓ 5. [503.3.2]Hydronic system controls.Hydronic systems of at least 300,000 Btu/h design output capacity supplying heated and chilled water to comfort conditioning systems include controls that meet the requirements of Section 503.4.3. Plans reference page/section: N/A Requirements Specific To: 20 Ton RTUs : • 1. [503.2.3+]Equipment meets minimum efficiency: Rooftop Package Unit: 9.80 EER(9.9 IPLV) ✓ 2. [503.2.6+]Energy recovery ventilation systems. Individual fan systems that have both a design supply air capacity of 5,000 cfm or greater and a minimum outside air supply of 70 percent or greater of the design supply air quantity have an energy recovery system. Plans reference page/section: N/A OSA< 70 ✓ 3. [503.2.12]Hot Gas Bypass Limitation.Cooling systems does not use hot gas bypass or other evaporator pressure control unless the equipment is designed with multiple steps(or continuous)capacity modulation. Plans reference page/section: Sheet M3-Rooftop Unit Schedule 1 4. [503.3.1 +]Supply air economizers shall be provided on each cooling system and are capable of providing 100-percent outdoor air, even if additional mechanical cooling is required to meet the cooling load of the building.Systems provide a means to relieve excess outdoor air during economizer operation to prevent overpressurizing the building. Plans reference page/section: Sheet M3-Rooftop Unit Schedule ✓ 5. [503.3.2]Hydronic system controls.Hydronic systems of at least 300,000 Btu/h design output capacity supplying heated and chilled water to comfort conditioning systems include controls that meet the requirements of Section 503.4.3. Plans reference page/section: N/A Requirements Specific To:AHU : I( 1. [503.2.3+]Equipment meets minimum efficiency: Rooftop Package Unit: 9.80 EER(9.9 IPLV) ✓ 2. [503.2.6+]Energy recovery ventilation systems.Individual fan systems that have both a design supply air capacity of 5,000 cfm or greater and a minimum outside air supply of 70 percent or greater of the design supply air quantity have an energy recovery system. Exception applies:Type 1 kitchen exhaust hoods. Plans reference page/section: Sheet M3-Air Handling Unit Schedule. GM2-Exhaust Hoods ✓ 3. [503.2.12]Hot Gas Bypass Limitation.Cooling systems does not use hot gas bypass or other evaporator pressure control unless the equipment is designed with multiple steps(or continuous)capacity modulation. Plans reference page/section: Sheet M3-Air Handling Unit Schedule ✓ 4. [503.3.1 +]Supply air economizers shall be provided on each cooling system and are capable of providing 100-percent outdoor air, even if additional mechanical cooling is required to meet the cooling load of the building.Systems provide a means to relieve excess outdoor air during economizer operation to prevent overpressurizing the building. Plans reference page/section: Sheet M3-Air Handling Unit Schedule-N/A since 100OSA unit ✓ 5. [503.3.2]Hydronic system controls.Hydronic systems of at least 300,000 Btu/h design output capacity supplying heated and chilled water to comfort conditioning systems include controls that meet the requirements of Section 503.4.3. Plans reference page/section: N/A Sheet M3-Air Handling Unit Schedule Project Title:WAL-MART SUPERCENTER#5935 Report date: 04/04/12 Data filename:W:\Stores\05500 to 05999\05935-TIGARD-OR\1392095935 Tigard OR 5935-00\000\E-Calcs\1392095935 OREGON.cck Page 8 of 27 • Requirements Specific To: Unit Heaters-Gas Heat : • 1. [503.2.3+]Equipment meets minimum efficiency: Unit Heater(Gas): 80.00%Ec ✓ 2. [503.2.6+]Energy recovery ventilation systems.Individual fan systems that have both a design supply air capacity of 5,000 cfm or greater and a minimum outside air supply of 70 percent or greater of the design supply air quantity have an energy recovery system. Plans reference page/section:N/A OSA<70 and less than 5000 CFM-Sheet M3 Gas Unit Heater Schedule ✓ 3. [503.3.2]Hydronic system controls.Hydronic systems of at least 300,000 Btu/h design output capacity supplying heated and chilled water to comfort conditioning systems include controls that meet the requirements of Section 503.4.3. Plans reference page/section: N/A Requirements Specific To: Radiant Heater: • 1. [503.2.3+]Equipment meets minimum efficiency: Unit Heater(Gas): 80.00%Ec ✓ 2. [503.2.6+]Energy recovery ventilation systems.Individual fan systems that have both a design supply air capacity of 5,000 cfm or greater and a minimum outside air supply of 70 percent or greater of the design supply air quantity have an energy recovery system. Plans reference page/section:N/A OSA<70 and less than 5000 CFM-Sheet M3 Gas Radiant Heater Schedule ✓ 3. [503.3.2]Hydronic system controls.Hydronic systems of at least 300,000 Btu/h design output capacity supplying heated and chilled water to comfort conditioning systems include controls that meet the requirements of Section 503.4.3. Plans reference page/section: N/A Requirements Specific To:Water Heater-Recirc-40 Gallon : • 1. [504.2+]Newly purchased equipment meets the efficiency requirements. Electric Water Heater efficiency: 0.88 EF(241 SL,Btu/h(if >12 kW)) ✓ 2. [504.2]Service water-heating equipment performance efficiency.Water heating equipment efficiency has been verified through data furnished by the manufacturer or through certification under an approved certification program. ✓ 3. [504.3]Temperature controls.Service water-heating equipment have controls to allow a setpoint of 110°F for equipment serving dwelling units and 90°F for equipment serving other occupancies.The outlet temperature of lavatories in public facility rest rooms is limited to 110°F. Plans reference page/section: Sheet P2. P4(Plumbing Fixture Schedule-TMV's) ✓ 4. [504.4]Heat traps.Water-heating equipment not supplied with integral heat traps and serving noncirculating systems have heat traps on the supply and discharge piping associated with the equipment. Plans reference page/section: Sheet P3-Detail 9,10 ✓ 5. [504.5+]Pipe Insulation.For automatic-circulating hot water and externally heated(such as heat trace or impedance heating)systems, piping is insulated in accordance with the specifications of this section. • 6. [504.6+]Hot Water System Controls.Systems designed to maintain usage temperatures in hot water pipes is turned off automatically when the hot water system is not in operation and has demand sensing controls that turn off the system when there is no demand when the system is operational.A check valve or similar device is installed per requirement details. Plans reference page/section: N/A since 24 Hour Store Requirements Specific To:Water Heater 6 Gallon : • 1. [504.2+]Newly purchased equipment meets the efficiency requirements. No efficiency requirements for water heater with storage capacity less than 20 gallons. ✓ 2. [504.2]Service water-heating equipment performance efficiency.Water heating equipment efficiency has been verified through data furnished by the manufacturer or through certification under an approved certification program. ✓ 3. [504.3]Temperature controls.Service water-heating equipment have controls to allow a setpoint of 110°F for equipment serving dwelling units and 90°F for equipment serving other occupancies.The outlet temperature of lavatories in public facility rest rooms is limited to 110°F. Plans reference page/section: Sheet P2, P4(Plumbing Fixture Schedule-TMV's) ✓ 4. [504.4]Heat traps.Water-heating equipment not supplied with integral heat traps and serving noncirculating systems have heat traps on the supply and discharge piping associated with the equipment. Plans reference page/section: Sheet P3-Detail 9,10 ✓ 5. [504.5+1 Pipe Insulation.For automatic-circulating hot water and externally heated(such as heat trace or impedance heating)systems, piping is insulated in accordance with the specifications of this section. • 6. [504.6+]Hot Water System Controls.Systems designed to maintain usage temperatures in hot water pipes is turned off automatically when the hot water system is not in operation and has demand sensing controls that turn off the system when there is no demand when the system is operational.A check valve or similar device is installed per requirement details. Plans reference page/section: N/A since 24 Hour Store Project Title:WAL-MART SUPERCENTER#5935 Report date:04/04/12 Data filename:W:\Stores\05500 to 05999\05935-TIGARD-OR\1392095935 Tigard OR 5935-00\000\E-Calcs\1392095935 OREGON.cck Page 9 of 27 Requirements Specific To:Water Heater 15 Gallon : It 1. [504.2+]Newly purchased equipment meets the efficiency requirements. No efficiency requirements for water heater with storage capacity less than 20 gallons. 1/ 2. [504.2]Service water-heating equipment performance efficiency.Water heating equipment efficiency has been verified through data furnished by the manufacturer or through certification under an approved certification program. ✓ 3. [504.3]Temperature controls.Service water-heating equipment have controls to allow a setpoint of 110°F for equipment serving dwelling units and 90°F for equipment serving other occupancies.The outlet temperature of lavatories in public facility rest rooms is limited to 110°F. Plans reference page/section: Sheet P2, P4 Plumbing Fixture Schedule-TMV's) ✓ 4. [504.4]Heat traps.Water-heating equipment not supplied with integral heat traps and serving noncirculating systems have heat traps on the supply and discharge piping associated with the equipment. Plans reference page/section: Sheet P3-Detail 9.10 ✓ 5. [504.5+]Pipe Insulation.For automatic-circulating hot water and externally heated(such as heat trace or impedance heating)systems, piping is insulated in accordance with the specifications of this section. ✓ 6. [504.6+1 Hot Water System Controls.Systems designed to maintain usage temperatures in hot water pipes is turned off automatically when the hot water system is not in operation and has demand sensing controls that turn off the system when there is no demand when the system is operational.A check valve or similar device is installed per requirement details. Plans reference page/section: N/A since 24 Hour Store Requirements Specific To:Water Heater 100 Gallon : • 1. [504.2+]Newly purchased equipment meets the efficiency requirements. Gas Storage Water Heater efficiency: 80.00%Et(259 SL, kBtu/h) ✓ 2. [504.2]Service water-heating equipment performance efficiency.Water heating equipment efficiency has been verified through data furnished by the manufacturer or through certification under an approved certification program. ✓ 3. [504.3]Temperature controls.Service water-heating equipment have controls to allow a setpoint of 110°F for equipment serving dwelling units and 90°F for equipment serving other occupancies.The outlet temperature of lavatories in public facility rest rooms is limited to 110°F. Plans reference page/section: Sheet GP4 and GP5 and P4 Plumbing Fixture Schedule-TMV's) ✓ 4. [504.4]Heat traps.Water-heating equipment not supplied with integral heat traps and serving noncirculating systems have heat traps on the supply and discharge piping associated with the equipment. Plans reference page/section: Sheet GP5-Detail 2 ✓ 5. [504.5+]Pipe Insulation.For automatic-circulating hot water and externally heated(such as heat trace or impedance heating)systems, piping is insulated in accordance with the specifications of this section. ✓ 6. [504.6+]Hot Water System Controls.Systems designed to maintain usage temperatures in hot water pipes is turned off automatically when the hot water system is not in operation and has demand sensing controls that turn off the system when there is no demand when the system is operational.A check valve or similar device is installed per requirement details. Plans reference page/section: N/A since 24 Hour Store Generic Requirements: Must be met by all systems to which the requirement is applicable: ✓ 1. [503.2.1 +1 Calculation of heating and cooling loads.Design loads are determined in accordance with the procedures described in the ASHRAE/ACCA Standard 183.Alternatively,design loads have been determined by an approved equivalent computation procedure. ✓ 2. [503.2.1.1 +]Packaged Electric Equipment.Specified packaged electrical equipment has a heat pump as the primary heating source. Plans reference page/section: N/A ✓ 3. [503.2.2+]Equipment and system sizing.Heating and cooling equipment and systems capacity do not exceed the loads calculated in accordance with Section 503.2.1. Exception applies: Multiple units of the same equipment type with combined capacities exceeding the design load and provided with controls that have the capability to sequence the operation of each unit based on load. Plans reference page/section: Sheets EM1. EM2 ✓ 4. [503.2.3+]HVAC Equipment Performance Requirements.Reported efficiencies have been tested and rated in accordance with the applicable test procedure.The efficiency has been verified through certification under an approved certification program or,if no certification program exists,the equipment efficiency ratings are supported by data furnished by the manufacturer. ✓ 5. [503.2.4.1 +]Thermostatic Controls.The supply of heating and cooling energy to each zone is controlled by individual thermostatic controls that respond to temperature within the zone. Plans reference page/section: Sheets EM1. EM2 Project Title:WAL-MART SUPERCENTER#5935 Report date:04/04/12 Data filename:W:\Stores\05500 to 05999\05935-TIGARD-OR\1392095935 Tigard OR 5935-00\000\E-Calcs\1 392095935 OREGON.cck Page 10 of 27 • ✓ 6. [503.2.4.1.1]Heat pump supplementary heat.Heat pumps having supplementary electric resistance heat have controls that,except during defrost,prevent supplementary heat operation when the heat pump can meet the heating load. Plans reference page/section: N/A • 7. [503.2.4.2]Set point overlap restriction.Where used to control both heating and cooling,zone thermostatic controls provide a temperature range or deadband of at least 5°F(2.8°C)within which the supply of heating and cooling energy to the zone is capable of being shut off or reduced to a minimum. Plans reference page/section: Sheets EMI. EM2 ✓ 8. [503.2.4.3]Optimum Start Controls.Each HVAC system has controls that vary the start-up time of the system to just meet the temperature set point at time of occupancy. Plans reference page/section: Sheets EMI. EM2 • 9. [503.2.4.4+]Off-hour controls.Each zone is provided with thermostatic setback controls that are controlled by either an automatic time clock or programmable control system. Plans reference page/section: Sheets EMI. EM2 • 10.[503.2.4.5+]Shutoff damper controls.Both outdoor air supply and exhaust are equipped with not less than Class I motorized dampers. Plans reference page/section: N/A • 11.[503.2.4.6+]Freeze Protection and Snow melt system controls.Freeze protection systems,such as heat tracing of outdoor piping and heat exchangers,including self-regulating heat tracing,include automatic controls capable of shutting off the systems when outdoor air temperatures meet code criteria. Plans reference page/section: N/A ✓ 12.[503.2.4.7+]Zone Isolation Controls.A system serving multiple occupancies or floors in the same building is independently zoned and equipped with isolation devices. Plans reference page/section: N/A ✓ 13.[503.2.4.8]Separate air distribution systems.Zones with special process temperature requirements and/or humidity requirements are served by separate air distribution systems from those serving zones requiring only comfort conditions;or shall include supplementary control provisions so that the primary systems may be specifically controlled for comfort purposes only. Plans reference page/section: N/A ✓ 14.[503.2.4.9]Humidity control.If a system is equipped with a means to add or remove moisture to maintain specific humidity levels in a zone or zones,a humidity control device is provided. Plans reference page/section: Sheets EMI. EM2 ✓ 15.[503.2.4.9.1]Humidity control.Where a humidity control device exists it is set to prevent the use of fossil fuel or electricity to produce relative humidity in excess of 30 percent.Where a humidity control device is used for dehumidification,it is set to prevent the use of fossil fuel or electricity to reduce relative humidity below 60 percent. Plans reference page/section: Sheets EMI. EM2 ✓ 16.[503.2.4.9.2]Humidity control.Where a humidity control device exists it is set to maintain a deadband of at least 10%relative humidity where no active humidification or dehumidification takes place. Plans reference page/section: Sheets EMI. EM2 ✓ 17.[503.2.5]Ventilation.Ventilation,either natural or mechanical,is provided in accordance with Chapter 4 of the International Mechanical Code.Where mechanical ventilation is provided,the system has the capability to reduce the outdoor air supply to the minimum required by Chapter 4 of the International Mechanical Code. Plans reference page/section: Sheet M3 • 18.[503.2.5.1 +]Demand controlled ventilation(DCV).DCV is required for spaces larger than 500 ft2 for simple systems and spaces larger than 150 ft2 for multiple zone systems. Plans reference page/section: Sheet M3-Rooftop Unit Schedule • 19.[503.2.5.2+]Kitchen hoods.Kitchen makeup is provided as required by the Oregon Mechanical Specialty Code. Plans reference page/section: N/A since exhaust<5.000 CFM Sheet GM2 ✓ 20.[503.2.5.3+]Enclosed parking garage ventilation controls.In Group S-2,enclosed parking garages used for storing or handling automobiles employs automatic carbon monoxide sensing devices. Plans reference page/section: N/A ✓ 21.[503.2.7+]Duct and plenum insulation and sealing.All supply and return air ducts and plenums are insulated with the specified insulation.When located within a building envelope assembly,the duct or plenum is separated from the building exterior or Project Title:WAL-MART SUPERCENTER#5935 Report date:04/04/12 Data filename:W:\Stores\05500 to 05999\05935-TIGARD-OR\1392095935 Tigard OR 5935-00\000\E-Calcs\1392095935 OREGON.cck Page 11 of 27 • unconditioned or exempt spaces by a minimum of R-8 insulation.All ducts,air handlers and filter boxes are sealed.Joints and seams comply with Section 603.9 of the Intemational Mechanical Code. ✓ 22.[503.2.7.1.1 +]Low-pressure duct systems.All longitudinal and transverse joints,seams and connections of low-pressure supply and return ducts are securely fastened and sealed with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric systems or tapes installed in accordance with the manufacturer's installation instructions. Plans reference page/section: Spec Section 15800 1/ 23.[503.2.7.1.2+]Medium-pressure duct systems.All ducts and plenums designed to operate medium-pressure are insulated and sealed in accordance with Section 503.2.7.Pressure classifications specific to the duct system are clearly indicated on the construction documents. Plans reference page/section: N/A ✓ 24.[503.2.7.1.3+]High-pressure duct systems.Ducts designed to operate at high-pressure are insulated and sealed in accordance with Section 503.2.7.In addition,ducts and plenums are leak-tested in accordance with the SMACNA HVAC Air Duct Leakage Test Manual. Plans reference page/section: N/A ✓ 25.[503.2.8+]Piping Insulation.All pipes serving space-conditioning systems(hot water piping for heat systems,chilled water,refrigerant, and brine piping systems,and steam piping)are insulated as specified by this section. ✓ 26.[503.2.9.1 +]Air system balancing.Each supply air outlet and zone terminal device is equipped with means for air balancing in accordance with the requirements of IMC 603.17.Discharge dampers intended to modulate airflow are prohibited on constant volume fans and variable volume fans with motors 10 horsepower. Plans reference page/section: Sheets Ml. M2 and M3 • 27.[503.2.9.2]Hydronic system balancing.Individual hydronic heating and cooling coils are equipped with means for balancing and pressure test connections. Plans reference page/section: N/A ✓ 28.[503.2.9.3+]Manuals.The construction documents require that an operating and maintenance manual be provided to the building owner by the mechanical contractor.See long description for specifications. Plans reference page/section: Spec Section 01770 ✓ 29.[503.2.10+]Air System Design and Control.Each HVAC system having a total fan system motor nameplate hp exceeding 5 hp meets the provisions of Sections 503.2.10.1 through 503.2.10.2. Plans reference page/section: NA (Fans do not exceed 5 HP) ✓ 30.[503.2.10.1 +]Allowable fan floor horsepower.Each HVAC system at fan system design conditions does not exceed the allowable fan system motor nameplate hp(Option 1)or fan system bhp(Option 2)as shown and calulated in requirement details. Plans reference page/section: Sheet M3-Rooftop Unit and Air Handling Unit Schedules ✓ 31.[503.2.10.2+]Motor nameplate horsepower.For each fan,the selected fan motor is no larger than the first available motor size greater than the brake horsepower(bhp). Plans reference page/section: Sheet M3-Rooftop Unit and Air Handling Unit Schedules ✓ 32.[503.2.10.3.1]Large Volume Fan Systems.Fan systems over 8,000(7 m3/s)cfm without direct expansion cooling coils that serve single zones reduce airflow based on space thermostat heating and cooling demand.A two-speed motor or variable frequency drive reduces airflow to a maximum 60 percent of peak airflow or minimum ventilation air requirement as required by Chapter 4 of the International Mechanical Code,whichever is greater. Plans reference page/section: N/A ✓ 33.[503.2.10.3.2+]All air-conditioning equipment and air-handling units with direct expansion cooling and a cooling capacity at ARI conditions greater than or equal to 110,000 Btu/h that serve single zones have their supply fan operation controlled according to code specific requirements. Plans reference page/section: Sheet M3 ✓ 34.[503.2.10.4]Series fan-powered terminal unit fan motors.Fan motors for series fan-powered terminal units are electronically-commutated motors and have a minimum motor efficiency of 70 percent when rated in accordance with NEMA Standard MG 1-2006 at full load rating conditions. Plans reference page/section: N/A ✓ 35.[503.2.11]Heating outside a building.Systems installed to provide heat outside a building are radiant systems.Such heating systems are controlled by an occupancy sensing device or a timer switch,so that the system is automatically deenergized when no occupants are present. Plans reference page/section: N/A ✓ 36.[503.2.12]Hot Gas Bypass Limitation.For cooling systems<=240 kBtu/h,maximum hot gas bypass capacity is no more than 50% total cooling capacity. Project Title:WAL-MART SUPERCENTER#5935 Report date:04/04/12 Data filename:W:\Stores\05500 to 05999\05935-TIGARD-OR\1392095935 Tigard OR 5935-00\000\E-Calcs\1392095935 OREGON.cck Page 12 of 27 Plans reference page/section: N/A • 37.[503.2.12]Hot Gas Bypass Limitation.For cooling systems>240 kBtu/h,maximum hot gas bypass capacity is no more than 25%of total cooling capacity. Plans reference page/section: N/A ✓ 38.All service water heating requirements are listed in requirements section specific to the system. Section 5: Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the Oregon Energy Efficiency Specialty Code requirements in COMcheck Version 3.9.0 and to comply with the mandatory requirements in the Requirements Checklist. Bob Matulis 4�v q-(L. Name-Title Signature Date Section 6: Post Construction Compliance Statement D HVAC record drawings of the actual installation,system capacities,calibration information,and performance data for each equipment provided to the owner. ❑ HVAC O&M documents for all mechanical equipment and system provided to the owner by the mechanical contractor. ❑ Written HVAC balancing and operations report provided to the owner. The above post construction requirements have been completed. Principal Mechanical Designer-Name Signature Date Project Title:WAL-MART SUPERCENTER#5935 Report date:04/04/12 Data filename:W:\Stores\05500 to 05999\05935-TIGARD-OR\1392095935 Tigard OR 5935-00\000\E-Calcs\1392095935 OREGON.cck Page 13 of 27 • COMcheck Software Version 3.9.0 Mechanical Requirements Description Oregon Energy Efficiency Specialty Code The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: 3 Ton RTUs : 1. [503.2.3]The specified heating and/or cooling equipment must meet the following minimum efficiency: Rooftop Package Unit: 13.00 SEER 2. [503.2.6]Energy recovery ventilation systems.Individual fan systems that have both a design supply air capacity of 5,000 cfm(2.36 m3/s)or greater and a minimum outside air supply of 70 percent or greater of the design supply air quantity shall have an energy recovery system that provides a change in the enthalpy of the outdoor air supply of 50 percent or more of the difference between the outdoor air and return air at design conditions.Provision shall be made to bypass or control the energy recovery system to permit cooling with outdoor air where cooling with outdoor air is required.Where a single room or space is supplied by multiple units,the aggregate supply(cfm)of those units shall be used in applying this requirement. Exception(s): - Where energy recovery systems are prohibited by the International Mechanical Code. - Systems serving spaces that are not cooled and are heated to less than 60°F(15.5°C). - Where more than 60 percent of the outdoor heating energy is provided from site-recovered or site solar energy. - Type 1 kitchen exhaust hoods. - Cooling systems in climates with a 1-percent cooling design wet-bulb temperature less than 64F(18C). - Systems requiring dehumidification that employ series-style energy recovery coils wrapped around the cooling coil when the evaporative coil is located upstream of the exhaust air stream. - Systems exhausting toxic,flammable,paint exhaust,corrosive fumes,or dust. - Laboratory fume hood systems that include at least one of the following features: 1)Variable-air-volume hood exhaust and room supply systems that reduce exhaust and makeup air volume to 50 percent or less of design values during periods of reduced occupancy or system demand or 2)Variable-air-volume hood exhaust and room supply systems that reduce exhaust and makeup air volume and/or incorporate a heat recovery system to precondition makeup air from laboratory exhaust shall meet the following: A+B*(E/M)=50% Where: A=Percentage that the exhaust and makeup air flow rates will be reduced from design conditions. B=Percentage sensible heat recovery effectiveness. E=Exhaust airflow rate through the heat recovery device at design conditions M=Makeup air flow rate of the system at design conditions, or 3)Direct makeup(auxiliary)air supply equal to at least 75 percent of the exhaust rate,heated no warmer than 2°F(1.1°C)below room setpoint,cooled to no cooler than 3°F(1.7°C)above room setpoint,no humidification added,and no simultaneous heating and cooling used for dehumidification control. 3. [503.3.2]Hydronic system controls.Hydronic systems of at least 300,000 Btu/h(87,930W)design output capacity supplying heated and chilled water to comfort conditioning systems shall include controls that meet the requirements of Section 503.4.3. Requirements Specific To: 5 Ton RTUs : 1. [503.2.3]The specified heating and/or cooling equipment must meet the following minimum efficiency: Rooftop Package Unit: 13.00 SEER 2. [503.2.6]Energy recovery ventilation systems.Individual fan systems that have both a design supply air capacity of 5,000 cfm(2.36 m3/s)or greater and a minimum outside air supply of 70 percent or greater of the design supply air quantity shall have an energy recovery system that provides a change in the enthalpy of the outdoor air supply of 50 percent or more of the difference between the outdoor air and return air at design conditions.Provision shall be made to bypass or control the energy recovery system to permit cooling with outdoor air where cooling with outdoor air is required.Where a single room or space is supplied by multiple units,the aggregate supply(cfm)of those units shall be used in applying this requirement. Exception(s): Project Title:WAL-MART SUPERCENTER#5935 Report date:04/04/12 Data filename:W:\Stores\05500 to 05999\05935-TIGARD-OR\1392095935 Tigard OR 5935-00\000\E-Calcs\1392095935 OREGON.cck Page 14 of 27 • - Where energy recovery systems are prohibited by the International Mechanical Code. - Systems serving spaces that are not cooled and are heated to less than 60°F(15.5°C). - Where more than 60 percent of the outdoor heating energy is provided from site-recovered or site solar energy. - Type 1 kitchen exhaust hoods. - Cooling systems in climates with a 1-percent cooling design wet-bulb temperature less than 64F(18C). - Systems requiring dehumidification that employ series-style energy recovery coils wrapped around the cooling coil when the evaporative coil is located upstream of the exhaust air stream. - Systems exhausting toxic,flammable,paint exhaust,corrosive fumes,or dust. - Laboratory fume hood systems that include at least one of the following features: 1)Variable-air-volume hood exhaust and room supply systems that reduce exhaust and makeup air volume to 50 percent or less of design values during periods of reduced occupancy or system demand or 2)Variable-air-volume hood exhaust and room supply systems that reduce exhaust and makeup air volume and/or incorporate a heat recovery system to precondition makeup air from laboratory exhaust shall meet the following: A+B*(E/M)=50% Where: A=Percentage that the exhaust and makeup air flow rates will be reduced from design conditions. B=Percentage sensible heat recovery effectiveness. E=Exhaust airflow rate through the heat recovery device at design conditions M=Makeup air flow rate of the system at design conditions, or 3)Direct makeup(auxiliary)air supply equal to at least 75 percent of the exhaust rate,heated no warmer than 2°F(1.1°C)below room setpoint,cooled to no cooler than 3°F(1.7°C)above room setpoint,no humidification added,and no simultaneous heating and cooling used for dehumidification control. 3. [503.3.1]Supply air economizers shall be provided on each cooling system and shall be capable of providing 100-percent outdoor air, even if additional mechanical cooling is required to meet the cooling load of the building.Systems shall provide a means to relieve excess outdoor air during economizer operation to prevent overpressurizing the building.The relief air outlet shall be located to avoid recirculation into the building.Where a single room or space is supplied by multiple air systems,the aggregate capacity of those systems shall be used in applying this requirement. Exception(s): - Cooling equipment less than 54,000 Btu/hr.(15,827 W)total cooling capacity. 4. [503.3.2]Hydronic system controls.Hydronic systems of at least 300,000 Btu/h(87,930W)design output capacity supplying heated and chilled water to comfort conditioning systems shall include controls that meet the requirements of Section 503.4.3. Requirements Specific To: 5 Ton RTU -No Heat : 1. [503.2.3]The specified heating and/or cooling equipment must meet the following minimum efficiency: Rooftop Package Unit: 13.00 SEER 2. [503.2.6]Energy recovery ventilation systems.Individual fan systems that have both a design supply air capacity of 5,000 cfm(2.36 m3/s)or greater and a minimum outside air supply of 70 percent or greater of the design supply air quantity shall have an energy recovery system that provides a change in the enthalpy of the outdoor air supply of 50 percent or more of the difference between the outdoor air and return air at design conditions.Provision shall be made to bypass or control the energy recovery system to permit cooling with outdoor air where cooling with outdoor air is required.Where a single room or space is supplied by multiple units,the aggregate supply(cfm)of those units shall be used in applying this requirement. Exception(s): - Where energy recovery systems are prohibited by the International Mechanical Code. - Systems serving spaces that are not cooled and are heated to less than 60°F(15.5°C). - Where more than 60 percent of the outdoor heating energy is provided from site-recovered or site solar energy. - Type 1 kitchen exhaust hoods. - Cooling systems in climates with a 1-percent cooling design wet-bulb temperature less than 64F(18C). - Systems requiring dehumidification that employ series-style energy recovery coils wrapped around the cooling coil when the evaporative coil is located upstream of the exhaust air stream. - Systems exhausting toxic,flammable,paint exhaust,corrosive fumes,or dust. - Laboratory fume hood systems that include at least one of the following features: 1)Variable-air-volume hood exhaust and room supply systems that reduce exhaust and makeup air volume to 50 percent or less of design values during periods of reduced occupancy or system demand or 2)Variable-air-volume hood exhaust and room supply systems that reduce exhaust and makeup air volume and/or incorporate a heat recovery system to precondition makeup air from laboratory exhaust shall meet the following: Project Title:WAL-MART SUPERCENTER#5935 Report date:04/04/12 Data filename:W:\Stores\05500 to 05999\05935-TIGARD-OR\1392095935 Tigard OR 5935-00\000\E-Calcs\1392095935 OREGON.cck Page 15 of 27 A+B*(E/M)=50% ' Where: A=Percentage that the exhaust and makeup air flow rates will be reduced from design conditions. B=Percentage sensible heat recovery effectiveness. E=Exhaust airflow rate through the heat recovery device at design conditions M=Makeup air flow rate of the system at design conditions, or 3)Direct makeup(auxiliary)air supply equal to at least 75 percent of the exhaust rate,heated no warmer than 2°F(1.1°C)below room setpoint,cooled to no cooler than 3°F(1.7°C)above room setpoint,no humidification added,and no simultaneous heating and cooling used for dehumidification control. 3. [503.3.1]Supply air economizers shall be provided on each cooling system and shall be capable of providing 100-percent outdoor air, even if additional mechanical cooling is required to meet the cooling load of the building.Systems shall provide a means to relieve excess outdoor air during economizer operation to prevent overpressurizing the building.The relief air outlet shall be located to avoid recirculation into the building.Where a single room or space is supplied by multiple air systems,the aggregate capacity of those systems shall be used in applying this requirement. Exception(s): - Cooling equipment less than 54,000 Btu/hr.(15,827 W)total cooling capacity. Requirements Specific To: 10 Ton RTUs Low Heat: 1. [503.2.3]The specified heating and/or cooling equipment must meet the following minimum efficiency: Rooftop Package Unit: 11.00 EER(11.2 IEER) 2. [503.2.6]Energy recovery ventilation systems.Individual fan systems that have both a design supply air capacity of 5,000 cfm(2.36 m3/s)or greater and a minimum outside air supply of 70 percent or greater of the design supply air quantity shall have an energy recovery system that provides a change in the enthalpy of the outdoor air supply of 50 percent or more of the difference between the outdoor air and return air at design conditions.Provision shall be made to bypass or control the energy recovery system to permit cooling with outdoor air where cooling with outdoor air is required.Where a single room or space is supplied by multiple units,the aggregate supply(cfm)of those units shall be used in applying this requirement. Exception(s): - Where energy recovery systems are prohibited by the International Mechanical Code. - Systems serving spaces that are not cooled and are heated to less than 60°F(15.5°C). - Where more than 60 percent of the outdoor heating energy is provided from site-recovered or site solar energy. - Type 1 kitchen exhaust hoods. - Cooling systems in climates with a 1-percent cooling design wet-bulb temperature less than 64F(18C). - Systems requiring dehumidification that employ series-style energy recovery coils wrapped around the cooling coil when the evaporative coil is located upstream of the exhaust air stream. - Systems exhausting toxic,flammable,paint exhaust,corrosive fumes,or dust. - Laboratory fume hood systems that include at least one of the following features: 1)Variable-air-volume hood exhaust and room supply systems that reduce exhaust and makeup air volume to 50 percent or less of design values during periods of reduced occupancy or system demand or 2)Variable-air-volume hood exhaust and room supply systems that reduce exhaust and makeup air volume and/or incorporate a heat recovery system to precondition makeup air from laboratory exhaust shall meet the following: A+B°(E/M)=50% Where: A=Percentage that the exhaust and makeup air flow rates will be reduced from design conditions. B=Percentage sensible heat recovery effectiveness. E=Exhaust airflow rate through the heat recovery device at design conditions M=Makeup air flow rate of the system at design conditions, or 3)Direct makeup(auxiliary)air supply equal to at least 75 percent of the exhaust rate,heated no warmer than 2°F(1.1°C)below room setpoint,cooled to no cooler than 3°F(1.7°C)above room setpoint,no humidification added,and no simultaneous heating and cooling used for dehumidification control. 3. [503.2.12]Hot Gas Bypass Limitation.Cooling systems must not use hot gas bypass or other evaporator pressure control unless the equipment is designed with multiple steps(or continuous)capacity modulation. 4. [503.3.1]Supply air economizers shall be provided on each cooling system and shall be capable of providing 100-percent outdoor air, even if additional mechanical cooling is required to meet the cooling load of the building.Systems shall provide a means to relieve excess outdoor air during economizer operation to prevent overpressurizing the building.The relief air outlet shall be located to avoid recirculation into the building.Where a single room or space is supplied by multiple air systems,the aggregate capacity of those systems shall be used in applying this requirement. Exception(s): - Cooling equipment less than 54,000 Btu/hr.(15,827 W)total cooling capacity. Project Title:WAL-MART SUPERCENTER#5935 Report date: 04/04/12 Data filename:W:\Stores\05500 to 05999\05935-TIGARD-OR\1392095935 Tigard OR 5935-00\000\E-Calcs\1392095935 OREGON.cck Page 16 of 27 • 5. [503.3.2]Hydronic system controls.Hydronic systems of at least 300,000 Btu/h(87,930W)design output capacity supplying heated and chilled water to comfort conditioning systems shall include controls that meet the requirements of Section 503.4.3. Requirements Specific To: 10 Ton RTUs High Heat : 1. [503.2.3]The specified heating and/or cooling equipment must meet the following minimum efficiency: Rooftop Package Unit: 11.00 EER(11.2 IEER) 2. [503.2.6]Energy recovery ventilation systems.Individual fan systems that have both a design supply air capacity of 5,000 cfm(2.36 m3/s)or greater and a minimum outside air supply of 70 percent or greater of the design supply air quantity shall have an energy recovery system that provides a change in the enthalpy of the outdoor air supply of 50 percent or more of the difference between the outdoor air and return air at design conditions.Provision shall be made to bypass or control the energy recovery system to permit cooling with outdoor air where cooling with outdoor air is required.Where a single room or space is supplied by multiple units,the aggregate supply(cfm)of those units shall be used in applying this requirement. Exception(s): - Where energy recovery systems are prohibited by the International Mechanical Code. - Systems serving spaces that are not cooled and are heated to less than 60°F(15.5°C). - Where more than 60 percent of the outdoor heating energy is provided from site-recovered or site solar energy. - Type 1 kitchen exhaust hoods. - Cooling systems in climates with a 1-percent cooling design wet-bulb temperature less than 64F(18C). - Systems requiring dehumidification that employ series-style energy recovery coils wrapped around the cooling coil when the evaporative coil is located upstream of the exhaust air stream. - Systems exhausting toxic,flammable,paint exhaust,corrosive fumes,or dust. - Laboratory fume hood systems that include at least one of the following features: 1)Variable-air-volume hood exhaust and room supply systems that reduce exhaust and makeup air volume to 50 percent or less of design values during periods of reduced occupancy or system demand or 2)Variable-air-volume hood exhaust and room supply systems that reduce exhaust and makeup air volume and/or incorporate a heat recovery system to precondition makeup air from laboratory exhaust shall meet the following: A+B°(E/M)=50% Where: A=Percentage that the exhaust and makeup air flow rates will be reduced from design conditions. B=Percentage sensible heat recovery effectiveness. E=Exhaust airflow rate through the heat recovery device at design conditions M=Makeup air flow rate of the system at design conditions, or 3)Direct makeup(auxiliary)air supply equal to at least 75 percent of the exhaust rate,heated no warmer than 2°F(1.1°C)below room setpoint,cooled to no cooler than 3°F(1.7°C)above room setpoint,no humidification added,and no simultaneous heating and cooling used for dehumidification control. 3. [503.2.12]Hot Gas Bypass Limitation.Cooling systems must not use hot gas bypass or other evaporator pressure control unless the equipment is designed with multiple steps(or continuous)capacity modulation. 4. [503.3.1]Supply air economizers shall be provided on each cooling system and shall be capable of providing 100-percent outdoor air, even if additional mechanical cooling is required to meet the cooling load of the building.Systems shall provide a means to relieve excess outdoor air during economizer operation to prevent overpressurizing the building.The relief air outlet shall be located to avoid recirculation into the building.Where a single room or space is supplied by multiple air systems,the aggregate capacity of those systems shall be used in applying this requirement. Exception(s): - Cooling equipment less than 54,000 Btu/hr.(15,827 W)total cooling capacity. 5. [503.3.2]Hydronic system controls.Hydronic systems of at least 300,000 Btu/h(87,930W)design output capacity supplying heated and chilled water to comfort conditioning systems shall include controls that meet the requirements of Section 503.4.3. Requirements Specific To: 20 Ton RTUs : 1. [503.2.3]The specified heating and/or cooling equipment must meet the following minimum efficiency: Rooftop Package Unit: 9.80 EER(9.9 IPLV) 2. [503.2.6]Energy recovery ventilation systems.Individual fan systems that have both a design supply air capacity of 5,000 cfm(2.36 m3/s)or greater and a minimum outside air supply of 70 percent or greater of the design supply air quantity shall have an energy recovery system that provides a change in the enthalpy of the outdoor air supply of 50 percent or more of the difference between the outdoor air and retum air at design conditions.Provision shall be made to bypass or control the energy recovery system to permit cooling with outdoor air where cooling with outdoor air is required.Where a single room or space is supplied by multiple units,the aggregate supply(cfm)of those units shall be used in applying this requirement. Exception(s): Project Title: WAL-MART SUPERCENTER#5935 Report date: 04/04/12 Data filename:W:\Stores\05500 to 05999\05935-TIGARD-OR\1392095935 Tigard OR 5935-00\000\E-Calcs\1392095935 OREGON.cck Page 17 of 27 • - Where energy recovery systems are prohibited by the International Mechanical Code. - Systems serving spaces that are not cooled and are heated to less than 60°F(15.5°C). - Where more than 60 percent of the outdoor heating energy is provided from site-recovered or site solar energy. - Type 1 kitchen exhaust hoods. - Cooling systems in climates with a 1-percent cooling design wet-bulb temperature less than 64F(18C). - Systems requiring dehumidification that employ series-style energy recovery coils wrapped around the cooling coil when the evaporative coil is located upstream of the exhaust air stream. - Systems exhausting toxic,flammable,paint exhaust,corrosive fumes,or dust. - Laboratory fume hood systems that include at least one of the following features: 1)Variable-air-volume hood exhaust and room supply systems that reduce exhaust and makeup air volume to 50 percent or less of design values during periods of reduced occupancy or system demand or 2)Variable-air-volume hood exhaust and room supply systems that reduce exhaust and makeup air volume and/or incorporate a heat recovery system to precondition makeup air from laboratory exhaust shall meet the following: A+B°(E/M)=50% Where: A=Percentage that the exhaust and makeup air flow rates will be reduced from design conditions. B=Percentage sensible heat recovery effectiveness. E=Exhaust airflow rate through the heat recovery device at design conditions M=Makeup air flow rate of the system at design conditions, or 3)Direct makeup(auxiliary)air supply equal to at least 75 percent of the exhaust rate,heated no warmer than 2°F(1.1°C)below room setpoint,cooled to no cooler than 3°F(1.7°C)above room setpoint,no humidification added,and no simultaneous heating and cooling used for dehumidification control. 3. [503.2.12]Hot Gas Bypass Limitation.Cooling systems must not use hot gas bypass or other evaporator pressure control unless the equipment is designed with multiple steps(or continuous)capacity modulation. 4. [503.3.1]Supply air economizers shall be provided on each cooling system and shall be capable of providing 100-percent outdoor air, even if additional mechanical cooling is required to meet the cooling load of the building.Systems shall provide a means to relieve excess outdoor air during economizer operation to prevent overpressurizing the building.The relief air outlet shall be located to avoid recirculation into the building.Where a single room or space is supplied by multiple air systems,the aggregate capacity of those systems shall be used in applying this requirement. Exception(s): - Cooling equipment less than 54,000 Btu/hr.(15,827 W)total cooling capacity. 5. [503.3.2]Hydronic system controls.Hydronic systems of at least 300,000 Btu/h(87,930W)design output capacity supplying heated and chilled water to comfort conditioning systems shall include controls that meet the requirements of Section 503.4.3. Requirements Specific To: AHU : 1. [503.2.3]The specified heating and/or cooling equipment must meet the following minimum efficiency: Rooftop Package Unit: 9.80 EER(9.9 IPLV) 2. [503.2.6]Energy recovery ventilation systems.Individual fan systems that have both a design supply air capacity of 5,000 cfm(2.36 m3/s)or greater and a minimum outside air supply of 70 percent or greater of the design supply air quantity shall have an energy recovery system that provides a change in the enthalpy of the outdoor air supply of 50 percent or more of the difference between the outdoor air and return air at design conditions.Provision shall be made to bypass or control the energy recovery system to permit cooling with outdoor air where cooling with outdoor air is required.Where a single room or space is supplied by multiple units,the aggregate supply(cfm)of those units shall be used in applying this requirement. Exception(s): - Where energy recovery systems are prohibited by the International Mechanical Code. - Systems serving spaces that are not cooled and are heated to less than 60°F(15.5°C). - Where more than 60 percent of the outdoor heating energy is provided from site-recovered or site solar energy. - Type 1 kitchen exhaust hoods. - Cooling systems in climates with a 1-percent cooling design wet-bulb temperature less than 64F(18C). - Systems requiring dehumidification that employ series-style energy recovery coils wrapped around the cooling coil when the evaporative coil is located upstream of the exhaust air stream. - Systems exhausting toxic,flammable,paint exhaust,corrosive fumes,or dust. - Laboratory fume hood systems that include at least one of the following features: 1)Variable-air-volume hood exhaust and room supply systems that reduce exhaust and makeup air volume to 50 percent or less of design values during periods of reduced occupancy or system demand Project Title: WAL-MART SUPERCENTER#5935 Report date: 04/04/12 Data filename:W:\Stores\05500 to 05999\05935-TIGARD-OR\1392095935 Tigard OR 5935-00\000\E-Calcs\1392095935 OREGON.cck Page 18 of 27 • or 2)Variable-air-volume hood exhaust and room supply systems that reduce exhaust and makeup air volume and/or incorporate a heat recovery system to precondition makeup air from laboratory exhaust shall meet the following: A+B°(E/M)=50% Where: A=Percentage that the exhaust and makeup air flow rates will be reduced from design conditions. B=Percentage sensible heat recovery effectiveness. E=Exhaust airflow rate through the heat recovery device at design conditions M=Makeup air flow rate of the system at design conditions, or 3)Direct makeup(auxiliary)air supply equal to at least 75 percent of the exhaust rate,heated no warmer than 2°F(1.1°C)below room setpoint,cooled to no cooler than 3°F(1.7°C)above room setpoint,no humidification added,and no simultaneous heating and cooling used for dehumidification control. 3. [503.2.12]Hot Gas Bypass Limitation.Cooling systems must not use hot gas bypass or other evaporator pressure control unless the equipment is designed with multiple steps(or continuous)capacity modulation. 4. [503.3.1]Supply air economizers shall be provided on each cooling system and shall be capable of providing 100-percent outdoor air, even if additional mechanical cooling is required to meet the cooling load of the building.Systems shall provide a means to relieve excess outdoor air during economizer operation to prevent overpressurizing the building.The relief air outlet shall be located to avoid recirculation into the building.Where a single room or space is supplied by multiple air systems,the aggregate capacity of those systems shall be used in applying this requirement. Exception(s): - Cooling equipment less than 54,000 Btu/hr.(15,827 W)total cooling capacity. 5. [503.3.2]Hydronic system controls.Hydronic systems of at least 300,000 Btu/h(87,930W)design output capacity supplying heated and chilled water to comfort conditioning systems shall include controls that meet the requirements of Section 503.4.3. Requirements Specific To: Unit Heaters-Gas Heat: 1. [503.2.3]The specified heating and/or cooling equipment must meet the following minimum efficiency: Unit Heater(Gas): 80.00% Ec 2. [503.2.6]Energy recovery ventilation systems.Individual fan systems that have both a design supply air capacity of 5,000 cfm(2.36 m3/s)or greater and a minimum outside air supply of 70 percent or greater of the design supply air quantity shall have an energy recovery system that provides a change in the enthalpy of the outdoor air supply of 50 percent or more of the difference between the outdoor air and return air at design conditions.Provision shall be made to bypass or control the energy recovery system to permit cooling with outdoor air where cooling with outdoor air is required.Where a single room or space is supplied by multiple units,the aggregate supply(cfm)of those units shall be used in applying this requirement. Exception(s): - Where energy recovery systems are prohibited by the International Mechanical Code. - Systems serving spaces that are not cooled and are heated to less than 60°F(15.5°C). - Where more than 60 percent of the outdoor heating energy is provided from site-recovered or site solar energy. - Type 1 kitchen exhaust hoods. - Cooling systems in climates with a 1-percent cooling design wet-bulb temperature less than 64F(18C). - Systems requiring dehumidification that employ series-style energy recovery coils wrapped around the cooling coil when the evaporative coil is located upstream of the exhaust air stream. - Systems exhausting toxic,flammable,paint exhaust,corrosive fumes,or dust. - Laboratory fume hood systems that include at least one of the following features: 1)Variable-air-volume hood exhaust and room supply systems that reduce exhaust and makeup air volume to 50 percent or less of design values during periods of reduced occupancy or system demand or 2)Variable-air-volume hood exhaust and room supply systems that reduce exhaust and makeup air volume and/or incorporate a heat recovery system to precondition makeup air from laboratory exhaust shall meet the following: A+B°(E/M)=50% Where: A=Percentage that the exhaust and makeup air flow rates will be reduced from design conditions. B=Percentage sensible heat recovery effectiveness. E=Exhaust airflow rate through the heat recovery device at design conditions M=Makeup air flow rate of the system at design conditions, or 3)Direct makeup(auxiliary)air supply equal to at least 75 percent of the exhaust rate,heated no warmer than 2°F(1.1°C)below room setpoint,cooled to no cooler than 3°F(1.7°C)above room setpoint,no humidification added,and no simultaneous heating and cooling used for dehumidification control. Project Title:WAL-MART SUPERCENTER#5935 Report date: 04/04/12 Data filename:W:\Stores\05500 to 05999\05935-TIGARD-OR\1392095935 Tigard OR 5935-00\000\E-Calcs\1392095935 OREGON.cck Page 19 of 27 • 3. [503.3.2]Hydronic system controls.Hydronic systems of at least 300,000 Btu/h(87,930W)design output capacity supplying heated and chilled water to comfort conditioning systems shall include controls that meet the requirements of Section 503.4.3. Requirements Specific To: Radiant Heater: 1. [503.2.3]The specified heating and/or cooling equipment must meet the following minimum efficiency: Unit Heater(Gas): 80.00 Ec 2. [503.2.6]Energy recovery ventilation systems.Individual fan systems that have both a design supply air capacity of 5,000 cfm(2.36 m3/s)or greater and a minimum outside air supply of 70 percent or greater of the design supply air quantity shall have an energy recovery system that provides a change in the enthalpy of the outdoor air supply of 50 percent or more of the difference between the outdoor air and return air at design conditions.Provision shall be made to bypass or control the energy recovery system to permit cooling with outdoor air where cooling with outdoor air is required.Where a single room or space is supplied by multiple units,the aggregate supply(cfm)of those units shall be used in applying this requirement. Exception(s): - Where energy recovery systems are prohibited by the International Mechanical Code. - Systems serving spaces that are not cooled and are heated to less than 60°F(15.5°C). - Where more than 60 percent of the outdoor heating energy is provided from site-recovered or site solar energy. - Type 1 kitchen exhaust hoods. - Cooling systems in climates with a 1-percent cooling design wet-bulb temperature less than 64F(18C). - Systems requiring dehumidification that employ series-style energy recovery coils wrapped around the cooling coil when the evaporative coil is located upstream of the exhaust air stream. - Systems exhausting toxic,flammable,paint exhaust,corrosive fumes,or dust. - Laboratory fume hood systems that include at least one of the following features: 1)Variable-air-volume hood exhaust and room supply systems that reduce exhaust and makeup air volume to 50 percent or less of design values during periods of reduced occupancy or system demand or 2)Variable-air-volume hood exhaust and room supply systems that reduce exhaust and makeup air volume and/or incorporate a heat recovery system to precondition makeup air from laboratory exhaust shall meet the following: A+B`(E/M)=50% Where: A=Percentage that the exhaust and makeup air flow rates will be reduced from design conditions. B=Percentage sensible heat recovery effectiveness. E=Exhaust airflow rate through the heat recovery device at design conditions M=Makeup air flow rate of the system at design conditions, or 3)Direct makeup(auxiliary)air supply equal to at least 75 percent of the exhaust rate,heated no warmer than 2°F(1.1°C)below room setpoint,cooled to no cooter than 3°F(1.7°C)above room setpoint,no humidification added,and no simultaneous heating and cooling used for dehumidification control. 3. [503.3.2]Hydronic system controls.Hydronic systems of at least 300,000 Btu/h(87,930W)design output capacity supplying heated and chilled water to comfort conditioning systems shall include controls that meet the requirements of Section 503.4.3. Requirements Specific To: Water Heater-Recirc-40 Gallon : 1. [504.2]Service water heating equipment meets minimum efficiency requirements. Electric Water Heater efficiency: 0.88 EF(241 SL, Btu/h(if>12 kW)) 2. [504.2]Service water-heating equipment performance efficiency.Water heating equipment efficiency shall be verified through data furnished by the manufacturer or through certification under an approved certification program. 3. [504.3]Temperature controls.Service water-heating equipment shall be provided with controls to allow a setpoint of 110°F(43°C)for equipment serving dwelling units and 90°F(32°C)for equipment serving other occupancies.The outlet temperature of lavatories in public facility rest rooms shall be limited to 110°F(43°C). 4. [504.4]Heat traps.Water-heating equipment not supplied with integral heat traps and serving noncirculating systems shall be provided with heat traps on the supply and discharge piping associated with the equipment. 5. [504.5]Pipe Insulation.For automatic-circulating hot water and externally heated(such as heat trace or impedance heating)systems, piping shall be insulated with 1 inch(25 mm)of insulation having a conductivity not exceeding 0.27 Btu per inch/h ft2 x°F(1.53 W per 25 mm/m2 x K).The first 8 feet(2438 mm)of piping in noncirculating systems served by equipment without integral heat traps shall be insulated with 0.5 inch(12.7 mm)of material having a conductivity not exceeding 0.27 Btu per inch/h x ft2 x°F(1.53 W per 25 mm/m2 x K). 6. [504.6]Hot Water System Controls.Systems designed to maintain usage temperatures in hot water pipes such as hot water recirculating systems or heat trace,shall be turned off automatically when the hot water system is not in operational and shall have Project Title:WAL-MART SUPERCENTER#5935 Report date:04/04/12 Data filename:W:\Stores\05500 to 05999\05935-TIGARD-OR\1392095935 Tigard OR 5935-00\000\E-Calcs\1392095935 OREGON.cck Page 20 of 27 demand sensing controls(flow switch in cold water make-up pipe,return water aquastat temperature sensor)that turn off the system when there is no demand when the system is operational.A check valve or similar device shall be located between the circulator pump and the water heating equipment to prevent water from flowing backwards though the recirculation loop. Exception(s): - Where public health standards require 24 hours per day operation of pumps for uses such as swimming pools,spas and hospitals. - Service water heating systems used to provide multiple functions(e.g.,space heating and DHW)as part of an integrated system. - Where coupled with water heating capacity less than 100 kBtu/h(29 kW). Requirements Specific To: Water Heater 6 Gallon : 1. [504.2]Service water heating equipment meets minimum efficiency requirements. No efficiency requirements for water heater with storage capacity less than 20 gallons. 2. [504.2]Service water-heating equipment performance efficiency.Water heating equipment efficiency shall be verified through data furnished by the manufacturer or through certification under an approved certification program. 3. [504.3]Temperature controls.Service water-heating equipment shall be provided with controls to allow a setpoint of 110°F(43°C)for equipment serving dwelling units and 90°F(32°C)for equipment serving other occupancies.The outlet temperature of lavatories in public facility rest rooms shall be limited to 110°F(43°C). 4. [504.4]Heat traps.Water-heating equipment not supplied with integral heat traps and serving noncirculating systems shall be provided with heat traps on the supply and discharge piping associated with the equipment. 5. [504.5]Pipe Insulation.For automatic-circulating hot water and externally heated(such as heat trace or impedance heating)systems, piping shall be insulated with 1 inch(25 mm)of insulation having a conductivity not exceeding 0.27 Btu per inch/h ft2 x°F(1.53 W per 25 mm/m2 x K).The first 8 feet(2438 mm)of piping in noncirculating systems served by equipment without integral heat traps shall be insulated with 0.5 inch(12.7 mm)of material having a conductivity not exceeding 0.27 Btu per inch/h x ft2 x°F(1.53 W per 25 mm/m2 x K). 6. [504.6]Hot Water System Controls.Systems designed to maintain usage temperatures in hot water pipes such as hot water recirculating systems or heat trace,shall be turned off automatically when the hot water system is not in operational and shall have demand sensing controls(flow switch in cold water make-up pipe,return water aquastat temperature sensor)that turn off the system when there is no demand when the system is operational.A check valve or similar device shall be located between the circulator pump and the water heating equipment to prevent water from flowing backwards though the recirculation loop. Exception(s): - Where public health standards require 24 hours per day operation of pumps for uses such as swimming pools,spas and hospitals. - Service water heating systems used to provide multiple functions(e.g.,space heating and DHW)as part of an integrated system. - Where coupled with water heating capacity less than 100 kBtu/h(29 kW). Requirements Specific To:Water Heater 15 Gallon : 1. [504.2]Service water heating equipment meets minimum efficiency requirements. No efficiency requirements for water heater with storage capacity less than 20 gallons. 2. [504.2]Service water-heating equipment performance efficiency.Water heating equipment efficiency shall be verified through data furnished by the manufacturer or through certification under an approved certification program. 3. [504.3]Temperature controls.Service water-heating equipment shall be provided with controls to allow a setpoint of 110°F(43°C)for equipment serving dwelling units and 90°F(32°C)for equipment servingother occupancies.The outlet temperature of lavatories in q P public facility rest rooms shall be limited to 110°F(43°C). 4. [504.4]Heat traps.Water-heating equipment not supplied with integral heat traps and serving noncirculating systems shall be provided with heat traps on the supply and discharge piping associated with the equipment. 5. [504.5]Pipe Insulation.For automatic-circulating hot water and externally heated(such as heat trace or impedance heating)systems, piping shall be insulated with 1 inch(25 mm)of insulation having a conductivity not exceeding 0.27 Btu per inch/h ft2 x°F(1.53 W per 25 mm/m2 x K).The first 8 feet(2438 mm)of piping in noncirculating systems served by equipment without integral heat traps shall be insulated with 0.5 inch(12.7 mm)of material having a conductivity not exceeding 0.27 Btu per inch/h x ft2 x°F(1.53 W per 25 mm/m2 x K). 6. [504.6]Hot Water System Controls.Systems designed to maintain usage temperatures in hot water pipes such as hot water recirculating systems or heat trace,shall be turned off automatically when the hot water system is not in operational and shall have demand sensing controls(flow switch in cold water make-up pipe,return water aquastat temperature sensor)that turn off the system when there is no demand when the system is operational.A check valve or similar device shall be located between the circulator pump and the water heating equipment to prevent water from flowing backwards though the recirculation loop. Exception(s): Project Title: WAL-MART SUPERCENTER#5935 Report date:04/04/12 Data filename:W:\Stores\05500 to 05999\05935-TIGARD-OR\1392095935 Tigard OR 5935-00\000\E-Calcs\1392095935 OREGON.cck Page 21 of 27 - Where public health standards require 24 hours per day operation of pumps for uses such as swimming pools,spas and hospitals. - Service water heating systems used to provide multiple functions(e.g.,space heating and DHW)as part of an integrated system. - Where coupled with water heating capacity less than 100 kBtu/h(29 kW). Requirements Specific To: Water Heater 100 Gallon : 1. [504.2]Service water heating equipment meets minimum efficiency requirements. Gas Storage Water Heater efficiency: 80.00%Et (259 SL,kBtu/h) 2. [504.2]Service water-heating equipment performance efficiency.Water heating equipment efficiency shall be verified through data furnished by the manufacturer or through certification under an approved certification program. 3. [504.3]Temperature controls.Service water-heating equipment shall be provided with controls to allow a setpoint of 110°F(43°C)for equipment serving dwelling units and 90°F(32°C)for equipment serving other occupancies.The outlet temperature of lavatories in public facility rest rooms shall be limited to 110°F(43°C). 4. [504.4]Heat traps.Water-heating equipment not supplied with integral heat traps and serving noncirculating systems shall be provided with heat traps on the supply and discharge piping associated with the equipment. 5. [504.5]Pipe Insulation.For automatic-circulating hot water and externally heated(such as heat trace or impedance heating)systems, piping shall be insulated with 1 inch(25 mm)of insulation having a conductivity not exceeding 0.27 Btu per inch/h ft2 x°F(1.53 W per 25 mm/m2 x K).The first 8 feet(2438 mm)of piping in noncirculating systems served by equipment without integral heat traps shall be insulated with 0.5 inch(12.7 mm)of material having a conductivity not exceeding 0.27 Btu per inch/h x ft2 x°F(1.53 W per 25 mm/m2 x K). 6. [504.6]Hot Water System Controls.Systems designed to maintain usage temperatures in hot water pipes such as hot water recirculating systems or heat trace,shall be turned off automatically when the hot water system is not in operational and shall have demand sensing controls(flow switch in cold water make-up pipe,return water aquastat temperature sensor)that turn off the system when there is no demand when the system is operational.A check valve or similar device shall be located between the circulator pump and the water heating equipment to prevent water from flowing backwards though the recirculation loop. Exception(s): - Where public health standards require 24 hours per day operation of pumps for uses such as swimming pools,spas and hospitals. - Service water heating systems used to provide multiple functions(e.g.,space heating and DHW)as part of an integrated system. - Where coupled with water heating capacity less than 100 kBtu/h(29 kW). Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. [503.2.1]Calculation of heating and cooling loads.Design loads shall be determined in accordance with the procedures described in the ASHRAE/ACCA Standard 183.Heating and cooling loads shall be adjusted to account for load reductions that are achieved when energy recovery systems are utilized in the HVAC system in accordance with the ASHRAE HVAC Systems and Equipment Handbook. Alternatively,design loads shall be determined by an approved equivalent computation procedure. 2. [503.2.1.1]Packaged Electric Equipment.Forced air unit or packaged electric equipment with a total heating capacity greater than 20,000 Btu/h has a heat pump as the primary heating source. Exception(s): - Unstaffed equipment shelters or cabinets used solely for personal wireless service facilities. - Requirement is not applicable. 3. [503.2.2]Equipment and system sizing.Heating and cooling equipment and systems capacity shall not exceed the loads calculated in accordance with Section 503.2.1.A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible,within available equipment options. Exception(s): - Required standby equipment and systems provided with controls and devices that allow such systems or equipment to operate automatically only when the primary equipment is not operating. - Multiple units of the same equipment type with combined capacities exceeding the design load and provided with controls that have the capability to sequence the operation of each unit based on load. 4. [503.2.3]HVAC Equipment Performance Requirements.Reported efficiencies must be tested and rated in accordance with the applicable test procedure.The efficiency shall be verified through certification under an approved certification program or,if no certification program exists,the equipment efficiency ratings shall be supported by data furnished by the manufacturer.Where multiple rating conditions or performance requirements are provided,the equipment shall satisfy all stated requirements.Where components, Project Title:WAL-MART SUPERCENTER#5935 Report date:04/04/12 Data filename:W:\Stores\05500 to 05999\05935-TIGARD-OR\1392095935 Tigard OR 5935-00\000\E-Calcs\1392095935 OREGON.cck Page 22 of 27 • such as indoor or outdoor coils,from different manufacturers are used,calculations and supporting data shall be furnished by the designer that demonstrates that the combined efficiency of the specified components meets the requirements herein. 5. [503.2.4.1]Thermostatic Controls.The supply of heating and cooling energy to each zone shall be controlled by individual thermostatic controls that respond to temperature within the zone. 6. [503.2.4.1.1]Heat pump supplementary heat.Heat pumps having supplementary electric resistance heat shall have controls that, except during defrost,prevent supplementary heat operation when the heat pump can meet the heating load. 7. [503.2.4.2]Set point overlap restriction.Where used to control both heating and cooling,zone thermostatic controls shall provide a temperature range or deadband of at least 5°F(2.8°C)within which the supply of heating and cooling energy to the zone is capable of being shut off or reduced to a minimum. Exception(s): - Thermostats requiring manual change over between heating and cooling modes. 8. [503.2.4.3]Optimum Start Controls.Each HVAC system shall have controls that vary the start-up time of the system to just meet the temperature set point at time of occupancy. 9. [503.2.4.4]Off-hour controls.Each zone shall be provided with thermostatic setback controls that are controlled by either an automatic time clock or programmable control system.Thermostatic setback controls shall have the capability to set back or temporarily operate the system to maintain zone temperatures down to 55°F(13°C)or up to 85°F(29°C).Automatic time clock or programmable controls shall be capable of starting and stopping the system for seven different daily schedules per week and retaining their programming and time setting during a loss of power for at least 10 hours.Additionally,the controls shall have a manual override that allows temporary operation of the system for up to 2 hours;a manually operated timer capable of being adjusted to operate the system for up to 2 hours; or an occupancy sensor. Exception(s): - Zones that will be operated continuously. - Zones with a full HVAC load demand not exceeding 6,800 Btu/h(2 kW)and having a readily accessible manual shutoff switch. 10. [503.2.4.5]Shutoff damper controls.Both outdoor air supply and exhaust shall be equipped with not less than Class I motorized dampers with a maximum leakage rate of 4 cfm per square foot(6.8 Us-C m2)at 1.0 inch water gauge(w.g.)(1250 Pa)when tested in accordance with AMCA 500D,that will automatically shut when the systems or spaces served are not in use. Exception(s): - Gravity dampers shall be permitted for outside air intake or exhaust airflows of 300 cfm(0.14 m3/s)or less. 11. [503.2.4.6]Freeze Protection and Snow melt system controls.Freeze protection systems,such as heat tracing of outdoor piping and heat exchangers,including self-regulating heat tracing,shall include automatic controls capable of shutting off the systems when outdoor air temperatures are above 40F or when the conditions of the protected fluid will prevent freezing.Snow-and ice-melting systems,supplied through energy service to the building,shall include automatic controls capable of shutting off the system when the pavement temperature is above 50F(10C)and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40F(4C)so that the potential for snow or ice accumulation is negligible. 12. [503.2.4.7]Zone Isolation Controls.A system serving multiple occupancies or floors in the same building shall be independently zoned and equipped with isolation devices capable of automatically shutting off the supply of conditioned air and outside air to and from each isolated area.Each isolated area shall be controlled independently and satisfy temperature setback and optimum start control requirements(503.2.4.3).The central fan system air volume shall be reduced through fan speed reduction. 13. [503.2.4.8]Separate air distribution systems.Zones with special process temperature requirements and/or humidity requirements shall be served by separate air distribution systems from those serving zones requiring only comfort conditions;or shall include supplementary control provisions so that the primary systems may be specifically controlled for comfort purposes only. Exception(s): - Zones requiring only comfort heating or comfort cooling that are served by a system primarily used for process temperature and humidity control provided that: 1)The total supply air to those comfort zones is no more than 25 percent of the total system supply air, or 2)The total conditioned floor area of the zones is less than 1,000 square feet(90 m2) 14. [503.2.4.9]Humidity control.If a system is equipped with a means to add or remove moisture to maintain specific humidity levels in a zone or zones,a humidity control device shall be provided. 15. [503.2.4.9.1]Humidity control.Where a humidity control device exists it shall be set to prevent the use of fossil fuel or electricity to produce relative humidity in excess of 30 percent.Where a humidity control device is used for dehumidification,it shall be set to prevent the use of fossil fuel or electricity to reduce relative humidity below 60 percent. Exception(s): Project Title:WAL-MART SUPERCENTER#5935 Report date:04/04/12 Data filename:W:\Stores\05500 to 05999\05935-TIGARD-OR\1392095935 Tigard OR 5935-00\000\E-Calcs\1392095935 OREGON.cck Page 23 of 27 - Hospitals,process needs,archives,museums,critical equipment,and other non-comfort situations with specific humidity requirements outside this range. 16. [503.2.4.9.2]Humidity control.Where a humidity control device exists it shall be set to maintain a deadband of at least 10%relative humidity where no active humidification or dehumidification takes place. Exception(s): - Heating for dehumidification is provided with heat recovery or heat pumping and the mechanical cooling system efficiency is 10 percent higher than required in section 503.2.3,HVAC equipment performance requirements. 17. [503.2.5]Ventilation.Ventilation,either natural or mechanical,shall be provided in accordance with Chapter 4 of the International Mechanical Code.Where mechanical ventilation is provided,the system shall provide the capability to reduce the outdoor air supply to the minimum required by Chapter 4 of the International Mechanical Code. 18. [503.2.5.1]Demand controlled ventilation(DCV).DCV is required for spaces larger than 500 ft2 for simple systems and spaces larger than 150 ft2 for multiple zone systems and with an average occupant load of 25 people or more per 1000 ft2 of floor area(as established in Table 403.3 of the International Mechanical Code)and served by systems with one or more of the following: 1.An air-side economizer; 2.Automatic modulating control of the outdoor air damper;or 3.A design outdoor airflow greater than 3,000 cfm. Exception(s): - Systems with energy recovery complying with Section 503.2.6 - Spaces less than 750 ft2(69.7 m2)where an occupancy sensor turns the fan off,closes the ventilation damper,or closes the zone damper when the space is unoccupied. 19. [503.2.5.2]Kitchen hoods.Kitchen makeup air shall be provided as required by the Oregon Mechanical Specialty Code.For each kitchen with a total exhaust capacity greater than 5,000 cfm(2360 Us),50 percent of the required makeup air shall be(a)unheated or heated to no more than 60°F(15.55°C);and(b)uncooled or evaporatively cooled.Each kitchen with a total exhaust capacity greater than 5,000 cfm shall be equipped with a demand ventilation system on at least 75 percent of the exhaust and makeup air.Such systems shall be equipped with automatic controls that reduce airflow in response to cooking appliance operation. Exception(s): - Where hoods are used to exhaust ventilation air that would otherwise be exhausted by other fan systems.Air transferred from spaces served by other fan systems may not be used if those systems are required to meet either Sections 503.2.5.1 or 503.2.6. Occupancy schedule of HVAC system supplying transfer air shall be similar to kitchen exhaust hood operating schedule. - Kitchen exhaust systems that include exhaust air energy recovery complying with section 503.2.6. 20. [503.2.5.3]Enclosed parking garage ventilation controls.In Group S-2,enclosed parking garages used for storing or handling automobiles operating under their own power having ventilation exhaust rates 30,000 cfm and greater shall employ automatic carbon monoxide sensing devices.These devices shall modulate the ventilation system to maintain a maximum average concentration of carbon monoxide of 50 parts per million during any 8-hour period,with a maximum concentration not greater than 200 parts per million for a period not exceeding 1 hour.The system shall be capable of producing a ventilation rate of 1.5 cfm per square foot(0.0076 m3/s- m2)of floor area.Failure of such devices shall cause the exhaust fans to operate in the ON position. 21. [503.2.7]Duct and plenum insulation and sealing.All supply and return air ducts and plenums shall be insulated with a minimum of R-5 insulation when located in unconditioned spaces and a minimum of R-8 insulation when located outside the building.When located within a building envelope assembly,the duct or plenum shall be separated from the building exterior or unconditioned or exempt spaces by a minimum of R-8 insulation.All ducts,air handlers and filter boxes shall be sealed.Joints and seams shall comply with Section 603.9 of the International Mechanical Code. Exception(s): - When located within equipment. - When the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15°F(8°C). 22. [503.2.7.1.1]Low-pressure duct systems.All longitudinal and transverse joints,seams and connections of supply and return ducts operating at a static pressure less than or equal to 2 inches w.g.(500 Pa)shall be securely fastened and sealed with welds,gaskets, mastics(adhesives),mastic-plus-embedded-fabric systems or tapes installed in accordance with the manufacturer's installation instructions.Pressure classifications specific to the duct system shall be clearly indicated on the construction documents in accordance with the International Mechanical Code.Documentation shall be furnished by the designer demonstrating that representative sections totaling at least 25 percent of the duct area have been tested and that all tested sections meet the requirements of this section. Exception(s): - Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g. (500 Pa)pressure classification. Project Title:WAL-MART SUPERCENTER#5935 Report date:04/04/12 Data filename:W:\Stores\05500 to 05999\05935-TIGARD-OR\1392095935 Tigard OR 5935-00\000\E-Calcs\1392095935 OREGON.cck Page 24 of 27 23. [503.2.7.1.2]Medium-pressure duct systems.All ducts and plenums designed to operate at a static pressure greater than 2 inches w.g.(500 Pa)but less than 3 inches w.g.(750 Pa)shall be insulated and sealed in accordance with Section 503.2.7.Pressure classifications specific to the duct system shall be clearly indicated on the construction documents in accordance with the International Mechanical Code.Documentation shall be furnished by the designer demonstrating that representative sections totaling at least 25 percent of the duct area have been tested and that all tested sections meet the requirements of this section. 24. [503.2.7.1.3]High-pressure duct systems.Ducts designed to operate at static pressures in excess of 3 inches w.g.(746 Pa)shall be insulated and sealed in accordance with Section 503.2.7.In addition,ducts and plenums shall be leak-tested in accordance with the SMACNA HVAC Air Duct Leakage Test Manual with the rate of air leakage(CL)less than or equal to 6.0 as determined in accordance with Equation 5-2.Documentation shall be furnished by the designer demonstrating that representative sections totaling at least 25 percent of the duct area have been tested and that all tested sections meet the requirements of this section. CL=F x P^(0.65)(Equation 5-2) where: F=The measured leakage rate in cfm per 100 square feet of duct surface. P=The static pressure of the test. 25. [503.2.8]Piping Insulation.All pipes serving space-conditioning systems must be insulated as follows: Hot water piping for heating systems: 1.5 in.for pipes<=1.5 in.nominal diameter, 2 in.for pipes>1.5 in.nominal diameter. Chilled water,refrigerant,and brine piping systems: 1.5 in.insulation for pipes<=1.5 in.nominal diameter, 1.5 in.insulation for pipes>1.5 in.nominal diameter. Steam piping: 1.5 in.insulation for pipes<=1.5 in.nominal diameter, 3 in.insulation for pipes>1.5 in.nominal diameter. Exception(s): - Pipe insulation is not required for factory-installed piping within HVAC equipment. - Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 60°F and 105°F. - Piping within room fan-coil(with AHRI440 rating)and unit ventilators(with AHRI840 rating). - Pipe insulation is not required for runout piping not exceeding 4 ft in length and 1 in.in diameter between the control valve and HVAC coil. 26. [503.2.9.1]Air system balancing.Each supply air outlet and zone terminal device shall be equipped with means for air balancing in accordance with the requirements of Chapter 6 of the International Mechanical Code(IMC 603.17).Discharge dampers intended to modulate airflow are prohibited on constant volume fans and variable volume fans with motors 10 horsepower(hp)(7.5 kW)and larger. 27. [503.2.9.2]Hydronic system balancing.Individual hydronic heating and cooling coils shall be equipped with means for balancing and pressure test connections. 28. [503.2.9.3]Manuals.The construction documents shall require that an operating and maintenance manual be provided to the building owner by the mechanical contractor.The manual shall include,at least,the following: 1.Equipment capacity(input and output)and required maintenance actions. 2.Equipment operation and maintenance manuals. 3.HVAC system control maintenance and calibration information,including wiring diagrams,schematics,and control sequence descriptions.Desired or field-determined setpoints shall be permanently recorded on control drawings,at control devices or,for digital control systems,in programming comments. 4.A complete written narrative of how each system is intended to operate. 29. [503.2.10]Air System Design and Control.Each HVAC system having a total fan system motor nameplate horsepower(hp)exceeding 5 horsepower(hp)(3.7 kW)shall meet the provisions of Sections 503.2.10.1 through 503.2.10.2. 30. [503.2.10.1]Allowable fan floor horsepower.Each HVAC system at fan system design conditions shall not exceed the allowable fan system motor nameplate hp(Option 1)or fan system bhp(Option 2)as shown in Table 503.2.10.1(1).This includes supply fans,return/ relief fans,and fan-powered terminal units associated with systems providing heating or cooling capability. Table 503.2.10.1(1) Fan Power Limitation LIMIT CONSTANT VOLUME VARIABLE VOLUME Option 1:Fan system motor nameplate hp Allowable nameplate motor hp hp<CFMS*0.0011 hp<CFMS*0.0015 Option 2:Fan system bhp Allowable fan system bhp bhp<CFMS*0.00094+A bhp<CFMS*0.0013+ A where: Project Title: WAL-MART SUPERCENTER#5935 Report date: 04/04/12 Data filename:W:\Stores\05500 to 05999\05935-TIGARD-OR\1392095935 Tigard OR 5935-00\000\E-Calcs\1392095935 OREGON.cck Page 25 of 27 CFMS=The maximum design supply airflow rate to conditioned spaces served by the system in cubic feet per minute. hp=The maximum combined motor nameplate horsepower. Bhp=The maximum combined fan brake horsepower. A=Sum of[PD x CFMD/4131]. where: PD=Each applicable pressure drop adjustment from Table 503.2.10.1(2)in.w.c. Table 503.2.10.1(2) Fan Power Limitation Pressure Drop Adjustment Credits: Fully ducted return and/or exhaust air systems=0.5 in w.c. Return and/or exhaust airflow control devices=0.5 in w.c Exhaust filters,scrubbers or other exhaust treatment=pressure drop of device calculated at fan system design condition. Particulate filtration credit:MERV 9 thru 12=0.5 in w.c. Particulate filtration credit:MERV 13 thru 15=0.9 in w.c. Particulate filtration credit:MERV 16 and greater and electronically Enhanced filters=Pressure drop calculated at 2x clean filter pressure drop at fan system design condition. Carbon and other gas-phase air cleaners=Clean filter pressure drop at fan system design condition. Heat recovery device=Pressure drop of device at fan system design condition. Evaporative humidifier/cooler in series with another cooling coil=Pressure drop of device at fan system design conditions Sound attenuation section=0.15 in w.c. Exhaust system serving fume hoods=0.35 in.w.c. Laboratory and vivarium exhaust systems in high-rise buildings=0.25 in.w.c./100 ft of vertical duct exceeding 75 feet Exception(s): - Hospital and laboratory systems that utilize flow control devices on exhaust and/or return to maintain space pressure relationships necessary for occupant health and safety or environmental control shall be permitted to use variable volume fan power limitation. - Individual exhaust fans with motor nameplate horsepower of 1 hp(0.7 kW)or less. 31. [503.2.10.2]Motor nameplate horsepower.For each fan,the selected fan motor shall be no larger than the first available motor size greater than the brake horsepower(bhp).The fan brake horsepower(bhp)shall be indicated on the design documents to allow for compliance verification by the code official. Exception(s): - For fans less than 6 bhp,where the first available motor larger than the brake horsepower has a nameplate rating within 50 percent of the bhp,selection of the next larger nameplate motor size is allowed. - For fans 6 bhp and larger,where the first available motor larger than the bhp has a nameplate rating within 30 percent of the bhp, selection of the next larger nameplate motor size is allowed. 32. [503.2.10.3.1]Large Volume Fan Systems.Fan systems over 8,000(7 m3/s)cfm without direct expansion cooling coils that serve single zones are required to reduce airflow based on space thermostat heating and cooling demand.A two-speed motor or variable frequency drive shall reduce airflow to a maximum 60 percent of peak airflow or minimum ventilation air requirement as required by Chapter 4 of the International Mechanical Code,whichever is greater. Exception(s): - Systems where the function of the supply air is for purposes other than temperature control,such as maintaining specific humidity levels or supplying an exhaust system 33. [503.2.10.3.2]All air-conditioning equipment and air-handling units with direct expansion cooling and a cooling capacity at ARI conditions greater than or equal to 110,000 Btu/h that serve single zones shall have their supply fans controlled by two-speed motors or variable speed drives.At cooling demands less than or equal to 50 percent,the supply fan controls shall be able to reduce the airflow to no greater than the larger of the following: 1.Two-thirds of the full fan speed,or 2.The volume of outdoor air required to meet the ventilation requirements of ANSI/ASHRAE Standard 62.1-2007. Exception(s): - Systems where the function of the supply air is for purposes other than temperature control,such as maintaining specific humidity levels or supplying an exhaust system 34. [503.2.10.4]Series fan-powered terminal unit fan motors.Fan motors for series fan-powered terminal units shall be electronically-commutated motors and have a minimum motor efficiency of 70 percent when rated in accordance with NEMA Standard MG 1-2006 at full load rating conditions. 35. [503.2.11]Heating outside a building.Systems installed to provide heat outside a building shall be radiant systems.Such heating systems shall be controlled by an occupancy sensing device or a timer switch,so that the system is automatically deenergized when no occupants are present. Project Title:WAL-MART SUPERCENTER#5935 Report date:04/04/12 Data filename:W:\Stores\05500 to 05999\05935-TIGARD-OR\1392095935 Tigard OR 5935-00\000\E-Calcs\1392095935 OREGON.cck Page 26 of 27 . 1 36. [503.2.12]Hot Gas Bypass Limitation.For cooling systems<=240 kBtu/h,maximum hot gas bypass capacity must be no more than 50%total cooling capacity. 37. [503.2.12]Hot Gas Bypass Limitation.For cooling systems>240 kBtu/h,maximum hot gas bypass capacity must be no more than 25%of total cooling capacity. 38. All service water heating requirements are listed in requirements section specific to the system. Project Title: WAL-MART SUPERCENTER#5935 Report date: 04/04/12 Data filename:W:\Stores\05500 to 05999\05935-TIGARD-OR\1392095935 Tigard OR 5935-00\000\E-Calcs\1392095935 OREGON.cck Page 27 of 27 CL BM ROOF DECK PER PLAN _ _ _ T/ STEEL EL PER EL 3/32 3-12 BM PER PLAN 3/32>3-12 BOTTOM 54 MIL TOP FLANGE BM TRACK BRACING PER TYP DET STRUCTURAL SHEATHING PER PLAN SW PER PLAN NOTES: 1. STUD SHEARWALL SHALL BE INSTALLED AFTER THE ROOF DECK HAS BEEN INSTALLED. A4 SHEARWALL TO BEAM CONNECTION SCALE: 1 1/2" = 1'-0" Dan Nelson From: Tom Rogers <rogerst@rosenet.net> Sent: Monday,June 18, 2012 7:43 AM To: Mark VanDomelen Cc: Dan Nelson Subject: RE: Outlot Buildings Attachments: Outlot building plan review.pdf; Outlot Retail Buildings 1 and 2 Structural Comment Responses .pdf; 10053-A4S5.13.pdf; 10053-B3S5.11.pdf; 10053-S2 03 (2).pdf Mark/Dan All structural items have been resolved for the outlot buildings at the Walmart site. I'm attaching the plan review letter, their response and some revised details. There are also revised sheets shown in the back of their response that need to be submitted for your plan sets. Let me know if you have questions. Tom 1 --'—lik— _, f ROGERS ENGINEERING Structural Engineering•Building Design•Code Consulting•Inspection Services 558 S.E.Jackson St. Roseburg,Oregon 97470 Ph: (541) 672-0315 Fax: (541) 672-1787 rogerst(a rosenet net May 8, 2012 BCRA Attn: Douglas Oberst 2106 Pacific Ave., Suite 300 Tacoma,WA 98402 RE: Outlot Retail Building 1 and 2,Tigard, Oregon Dear Mr. Oberst, Rogers Engineering is providing structural plan review services for the City of Tigard. A structural review of the plans for the above noted project has been completed. Additional information or clarification is needed for the following items in order to complete the review. 1. The load design criteria on calculation page 1-1 do not include rain on snow loading. Provide clarification. 2. Calculation page 2-5 specifies a 4' footing at grid C.9, whereas sheet S2.01 shows F3. Provide clarification. OSSC Sec. 107.1 3. Calculation page 3-2 shows the same lateral load at grid 1 and 10, even though the tributary length is different. Provide clarification. OSSC Sec. 1604.4 4. The moment computation on calculation page 3-39 does not represent a uniform load with three supports. Provide clarification. OSSC Sec. 1604.4 5. The capacity of the Sure-Board shear wall does not appear to achieve the loading specified on calculation page 3-40 when adjusted in accordance with ICC evaluation report ES-5762, Section 2.3. 6. Provide uplift calculations and holdown design for shear wall SW2. OSSC Sec. 1604.9 7. Provide uplift calculations for shear wall SW I. OSSC Sec. 1604.9 h - i 1 Outlot Building May 8, 2012 Page 2 8. Provide calculations for wall to footing connections for shear wall SW1 and SW2. OSSC Sec. 107.1 & 1604.8 9. Provide calculations for all steel connections. OSSC Sec. 107.1 & 1604.2 10. Provide calculations for column baseplates. OSSC Sec. 107.1 & 1604.2 11. Provide calculations for canopies, including connections. OSSC Sec. 107.1 & 1604.4 12. Provide an ICC report for the proposed Hilti fasteners shown in detail A4/S5.13. 13. Provide calculations for the light gage framing and connections. OSSC Sec. 107.1 14. Special inspection is required for the roof deck in accordance with ICC evaluation report ES-1735P. In order to expedite the review,please provide a written response indicating how each item is addressed and which sheet, detail,or calculation contains the information. Should you have questions or need additional information,please contact me at your convenience. Respectfully, ‘7_,?;, Tom Roge , P.E. 2106 Pacific Avenue,Suite 300 W l ) Tacoma,WA 98402 T(253)627-4367 Date: May 14,2012 To: Tom Rogers 558 S.E.Jackson St. Roseburg,Oregon 97470 From: Doug Oberst Re: Outlot Retail Building 1 and 2,Tigard,Oregon Mr.Rogers, We have reviewed the plan review comments issued for the above referenced project.Please see below for the written responses. Structural Comment: 1. The load design criteria on calculation page 1-1 do not include rain on snow loading.Provide clarification. Response: Per Building Division of the City of Tigard,the design snow load is 25 psf. The additional rain on snow loading is not required.In addition,per ASCE 7-05,section 7.10, the additional load of rain on snow is not required if the p9=201b/ft2 or more, and if the roof slope is more than W/50. Please see attached document. 2. Calculation page 2-5 specifies a 4'footing at grid C.9,whereas sheet S2.01 shows F3. Provide clarification.OSSC Sec. 107.1 Response: The footing size on drawing sheet s2.01 will be revised to show type-F4 footing in lieu of F3. Please see attached document. 3. Calculation on page 3-2 shows the same lateral load at grid 1 and 10,even though the tributary length is different.Provide clarification OSSC Sec. 1604.4 Response: The calculation and drawing has been revised to show the distribute lateral loads along grid line 1 and 10 to be with respect to the trib width. BCRADESIGN.COM ilib‘ trrf f. • r' / Ito*.s ,s»•€+" t _ ti 's ?:. .-, ,.. iii co l it D Please see attached document. 4. The moment computation on calculation page 3-39 does not represent a uniform load with three supports.Provide clarification.OSSC Sec. 1064.4 The calculation has been revised to calculate the moment from uniform loading. Please see attached document. 5. The capacity of the Sure-Board shear wall does not appear to achieve the loading specified on calculation page 3-40 when adjusted in accordance with ICC evaluation report ES-5762,Section 2.3. Response: The calculation and drawing has been revised to show 16ga in lieu of 20ga stud to increase the capacity of the Sure-Board shear wall. Please see attached document. 6. Provide uplift calculations and hold down design for shear wall SW2.OSSC Sec. 1604. Response: The calculation has been revised to show the uplift/hold down design. Please see attached document. 7. Provide uplift calculations for shear wall SW1.OSSC Sec. 1604.9 Response: The calculation has been revised to show the uplift/holdown design. Please see attached document. 8. Provide calculations for wall to footing connections for shear wall SW1 and SW2. OSSC Sec.107.1&1604.8. Response: The calculation has been revised to show the calculation of the wall to footing design. Please see attached document. Page 2 of 3 ;; n 9. Provide calculations for all steel connections.OSSC Sec. 107.1 &1604.2 Response: The calculation has been revised to show the bolted beam connection capacity. The moment connection at Moment Frame is a full moment connection and the capacity of the connection is the lesser of the column or beam capacity. Please see attached document. 10.Provide calculations for column base plates.OSSC Sec.107.1 &1604.2 Response: The calculation has been revised to show the calculation of the column base plate design.. Please see attached document. 11.Provide calculation for canopies,including connections. Response: The calculation has been revised to show the calculation of the canopy members and connections. Please see attached document. 12. Provide an ICC report for the proposed Hilti fasteners shown in detail A4/S5.13. Response: Please see attached document. 13.Provide calculations for the light gage framing connections.OSSC Sec. 107.1 Response: The calculation has been revised to show the calculation for exterior light gauge wall stud. Please refer to comment 8 for connection of wall stud to foundation. This stud wall is a non vertical loading bearing wall,connections provided has capacity exceeding demand by inspection. Please see attached document. 14.Special Inspection is required for the roof deck in accordance with ICC evaluation report ES-1735P. Response: The schedule has been updated. Please see attached document. Page 3 of 3 ROGERS ENGINEERING Structural Engineering•Building Design•Code Consulting•Inspection Services 558 S.E.Jackson St Roseburg,Oregon 97470 Ph: (541)672-0315 Fax (541)672-1787 rooerst'aroseneenet May 8,2012 BCRA Attn: Douglas Oberst 2106 Pacific Ave.,Suite 300 Tacoma,WA 98402 RE: Outlot Retail Building 1 and 2,Tigard,Oregon Dear Mr.Oberst, Rogers Engineering is providing structural plan review services for the City of Tigard. A structural review of the plans for the above noted project has been completed. Additional information or clarification is needed for the following items in order to complete the review. 1. The load design criteria on calculation page 1-1 do not include rain on snow loading. Provide clarification. 2. Calculation page 2-5 specifies a 4' footing at grid C.9,whereas sheet S2.01 shows F3. Provide clarification. OSSC Sec. 107.1 3. Calculation page 3-2 shows the same lateral load at grid 1 and 10,even though the tributary length is different. Provide clarification.OSSC Sec. 1604.4 4. The moment computation on calculation page 3-39 does not represent a uniform load with three supports. Provide clarification. OSSC Sec. 1604.4 5. The capacity of the Sure-Board shear wall does not appear to achieve the loading specified on calculation page 3-40 when adjusted in accordance with ICC evaluation report ES-5762,Section 2.3. 6. Provide uplift calculations and holdown design for shear wall SW2. OSSC Sec. 1604.9 7. Provide uplift calculations for shear wall SWI. OSSC Sec. 1604.9 Outlot Building May 8,2012 Page 2 8. Provide calculations for wall to footing connections for shear wall SW1 and SW2. OSSC Sec. 107.1 &1604.8 9. Provide calculations for all steel connections. OSSC Sec. 107.1 & 1604.2 10.Provide calculations for column baseplates. OSSC Sec. 107.1 & 1604.2 11. Provide calculations for canopies,including connections. OSSC Sec. 107.1 & 1604.4 12.Provide an ICC report for the proposed Hilti fasteners shown in detail A4/S5.13. 13.Provide calculations for the light gage framing and connections. OSSC Sec. 107.1 14. Special inspection is required for the roof deck in accordance with ICC evaluation report ES-1735P. In order to expedite the review,please provide a written response indicating how each item is addressed and which sheet,detail,or calculation contains the information. Should you have questions or need additional information,please contact me at your convenience. Respectfully, 2,7/17 Tom Rog ,P.E. 00 tOt61Lf j ) 1111 Building Division II(iARI) Current Codes for the City of Tigard Buildin: D Information Snow Load-OSSC 1608-25 psf : .tial Prescripts - ..; .. Site Class-Dl - ORSC R301.2.2 • Seismic i r -OSSC 1613.5.2 -D(Unless otherwise determined by Geotechnical report) • Wind Load-OSSC Figure 1609-95 mph-3-second gust wind speed = OSSC Table 1609.3.1 -80 mph fastest mile wind speed • Exposure Categories-OSSC 1609.4.3 OK' 2010 Oregon Structural Specialty Code (OSSC) is based on the 2009 International Building Code, and includes amendments that are Oregon-specific. The OSSC covers commercial construction, certain apartments, transient lodging such as hotels and motels, and certain residential structures that are subject to licensure by the Oregon Department of Human Services. 2010 Oregon Mechanical Specialty Code (OMSC) is based on the 2009 International Mechanical Code, and 2003 International Fuel Gas Code,and includes Oregon amendments. 'Zc)t 1 ZC,,cYI 2008-Oregon Plumbing Specialty Code (OPSC) is based on the-2 96•Edition of the Uniform Plumbing Code. 6G8 Oregon Electrical Specialty Code (OESC)is based on the 243e6-National Electrical Code. 2088-Oregon Residential Specialty Code (ORSC)is based on-2096 Edition of the International Residential Code. 2010 Oregon Fire Code (OFC) is based on 2009 Edition of the International Fire Code, and includes Oregon amendments. If you have any questions please call Dan Nelson at 503.718.2436. Appendix chapters and related documents are available on the State of Oregon Building Codes web page. www.cbs.state.or.us/external/bcd/codeprograms I:\Building\Forms\CurrentBuildingCodes.doc 2/9/07 Coro►civ-[ 3 76- to X1j LSA WIND Woverz,Ni ® O lit • 6.49 11.3 I (7 -6.1 5 _ I4.5 5 ° io.3 ivu, K. WI,= 9,o w » Olds:BLC 5, BCRA SK-1 AC Retail Store Outlot Apr 5, 2012 at 10:15 AM 10053 MF1.r3d Co11rnCrT 3 a.x 1414 WOOSV118:05 "XIS , �r 51 Mt1 :Dada BL.0 6, BCRA SK-2 AC Retail Store Outlot Apr 5,2012 at 10:15 AM 10053 MF1.r3d CO nee rt.tr-T 3 PRIL.x 4S • 11111111 .64.1 • b ,5b •fol „" • '' I.tie 1-115 1.14)1.4 If 4 V •o'pC+ lE 1201 + S +• b—' 1.201. 4-1,4,444 •556 vivtiq thy & MP Member code antler aepayea %Mow Envelope BCRA SK-3 AC Retail Store Outlot Apr 5,2012 at 10:40 AM_ 10053 MF1.r3d r ,�'' / �x ``Sxo.ue- 1• OkK s t,5ott .11.1111111 1, ,!A Cb 3 k 1,fill 1( 50 Zai Y11 7 5v" 5.41: 9040 Vends ler LC 1,E BCRA SK-4 AC Retail Store Outlot Apr 5,2012 at 10:41 AM 10053 MF1.r3d 1 0 COPY ,�-t 3 5- 33 Company : BCRA May 14.2012 Designer : AC 2:12 PM Job Number : 10053 Retail Store Outlot Checked By: Joint Deflections (By Combination) LC Joint Label X[irk Y[ib] Z[in] - X Rotation[rad] Y Rotation[red] Z Rotation[,r., 1 1 N1 0 0 0 0 0 0 2 1 N3 1.882 .005 0 0 0 -4.212e-3 3 1 N4 0 0 0 0 _ 0 0 4 1 N6 1.885 0 0 0 0 -2.715e-3 5 1 N10 1.891 -.078 0 0 0 1.61e-3 6 1 N23 0 0 0 0 0 0 7 1 N25 1.889 -.005 0 0 0 -2.661e-3 8 1 N11 1.891 -.017 0 0 0 1.251e-3 9 1 N9 1.295 .004 0 0 0 -5,796e-3 10 1 N10A 1.294 0 0 0 0 -4,645e-3 11 1 N11A 1.288 -.003 0 0 0 -5.22e-3 12 1 N12 1.294 -.05 0 0 0 2,444e-3 13 1 N13 1.291 .024 0 0 0 2.313e-3 RISA-3D Version 9.1.1 [X:\...\...\...\...\Structural\OUTLOT BUILDINGS\ENGR\MF1.r3d] Page 4 COMrniNI3 3r% • CO N1.w..ep•Y ,3 } i r ♦ f JL • 11A - 1 - } �l•3 t 41 y3 t4. -N f 4- (01 40.3 oft 0 b _4-k40 -' •l3 —5.9 ot,4-s a•{ •sue+ :ss •(tt 4 •4e Pt,-„� •Cope l wt, MP %sub for LC 8,W BCRA SK-5 AC Retail Store Outlot Apr 5, 2012 at 10:41 AM 10053 MF1.r3d Co�n rr.A.r.4 3 5-3( Company : BCRA May 14,2012 Designer : AC 2:15 PM Job Number : 10053 Retail Store Outlot Checked By: ',e(A.,1 ce Envelope Joint Reactions Joint X In LC Y[)V LC Z pct LC MX pc-tn 1C MY 1k-tt) yC MZ[k-it] 1C 1 N1 max .07 2 15.272, 2 , 0 2 0 2 0 2 0 2- 2 min -4.918 12 -2.017 12 0 2 0 2 0 2 0 .2 3 N4 max 0 2 31.385 2 0 2 0 2 0 2 0 2 4 min -7.131 12 10.294 5 . 0 2 0 2 0 2 0 2 5 N23 max -.07 2 21.315 11 . 0 2 0 2 0 2 0 2 6 min -5.984 10 10.971 5 0 2 0 2 . 0 2 0 2 7 Totals: max 0 2 65.495 2 0 2 - 8 min -18 12 20.157 5 0 2 • RISA-3D Version 9.1.1 EX:\...1...\...\...\Structural\OUTLOT BUILDINGS\ENGR\MF1.r3d] Page 5 f corn mon•l 3 4 0 0 0 0 0 0 0 S 0 0 YT lrr' s.' sr ., •r.r •rT YT• arm' .�-r SV-111. i I WV' s' ry r••r •rar � � F7 i O41 11/11 0 0 1 MEG. 0 0 0 0 ' Li O oO I v NOMEil I „gime.... I 5"'i 63.3ti4 ( vPiew1E ! I •31• 5I'101RL l•11.r1 MT p.1.o tp '1/4%47; 63•'4b/: Y M 4I r 63-3 12 X 55400 31-1rS1��wu,, ' 0 ' ""1 1`L. • J. .3•a'1. ..I C 4.L7,M O I I = 1I.4w I-t- J''Act°• vbiloy 1 1nr. 13r I fv..s1 - 11'4 1 }} x}. .�rtalx� 11MF- 13.3 N. =Z .. 1 1 u '2L a '41.t.‘•/ylru ht.rJ 44 1 i I y•1.0 1 iii1 V1 4 0 i— 1 Nom_. ---..--,- , , _ �5 - ■w' IF O M Y•f' YT rT .'T p pe i.e pc i.e VT pc YT- YT pc ••r pr p.Y rT pY pe w T M • ow, r•r, w' r ire i.e• r.• W ' -fr IV.' rt- r•+ f r••r CI• W.V. ftp ry >'•r' 0 0 0 0 0 0 0 0 0 0 Dsslk-- CZLT&R14 to. u, pYF v• 1.1,?St>< look ro X •103 /1a. CS' ;jab ' 6'S•5 Lip \l, Gs••-' h til Se1S WC S10t1 FO - (pn.HIZ 1NAolhq l,Q7MIMQNt .3 ux•iyp• (.d-r):)'2-) x '1-1..,.. x 17..E 'sr; 4..b k 3�Z Wt,ton,a 12 x't x 14', x 1.1.L ?SF' 4.4, w 4. wt,Igloos .1(52.."1. )Jr(27-:a x 1.o' x 2.4.1", 14.1 sa L 4, : 23•}1,) (i) 0 0 0 0 ay.. a..v or.. ae., up.- ar•- war asr-r I..- 3e4 ♦ V.r r•r __ r'O" w.r am J 1 11 { O !' ,/ tom. '1 ` 00 , 00 0o O oO diELEC. noon form k 11.111'45100. 144116 A 4 32•‘x gvin• 11.13w ,a.ate 4---)O 1 - • ■ O bS.z W 1 k IF Ilk, Omin _ vim. , �_` , Im. O v-•" v-r .., w'ir-e v.r .v-t•.h.r• a..r ..r .v avr l"'' v.r, vr• rr go., •••••• pr-et..r •r• Te]v.r v.r vr• .+r- e.. YT eM W.. wor v.v. eV' r•..' •••••• rY of err or M.' :r wrr ...AP. a.Y .9- 0 0 O O ItANCAler L049000 CO O O O W'iyej (2o0- Iia+-) x V x 11,-! -' 43.5 h. JL.i,,r' rt.1 r5F wl 1 ti wt t,M> t�.2 tSi N) �11a1) a t1,2 x Leo. ?sr. h,q k WL, . . t;.;rSV Wt fiv^ • (Um-•Lc.) x(2i—I;)x 21.-4 FSF = it 1%'• nw- w 1- u x hi:"l'I') kta.1 nF . 1.,1 it 1s- tl WINO WkD kit,' to it4,51-w h row e.'41.1 ." 2106 FACIFIC AVENUE;SUITE 300 TACOMA WASHINGTON 9E402 T 253.627.4367 F 263.62W 7.4393 ��� W W.6CRAENGINEERING.COM 3 Prcieci VV Mt) Uth. sheet n°' location 'lievhco ON date oqrof Job no. lila byAr CM' J Q- to 1...' Q cq — V _ CS C - - '1"" c( cl.�=Ito l— — ci 4 Ct au eY Inset-Twp' #t wt.• vi.2 � S 3 7.4, XI.F Zoo C3 Cc Cg /co. 11 06. iu.E x 110: : Gq3 k-4 J pat.x.s'' 4a 3 it-ft00 fa-' g•Z k COMmtNT 2106 PACIFIC AVENUE,SUITE 300 TACOMA WASHINGTON 91402Bc M ' T 233.627.4367 F 233.627.4391 fIj WWW.ICRAENGINEERING.COM pclect (11 PI 5 MO sheet no. location /1101/447/00.• date ogior(tl pbno. (0053 by .-4E s 2.2.155 2- 5 irtea(+- %pL: 37_G it- Wt-• '3Z-Coit, 24 'to t • 0 a' 3o� PIPwtOt 54WP0,wp b c-14 "Ivo ix f Io �rfw (- 3 OC erlIn175 CO01100.441 S q: 1091. elf inf tlU' . Vvi Mitts, pt-toL , g.3 + 8.$ (4.6 w Ol �� 3_SX lex ,6‘)K-. IS0 _ gs.Lk k,t, = 5S h- M1le5- 49 H- ) Sb : 9'f0 k-�I- ✓ »c- 'INt1 (.(,a kwL) tAcrt . o pc. : sc w e - X11 5s ° ly.z t/u,: Ifo% ' e> 8/t, 0�►�..= Qin x( f- ``4) Q CL 1.94.9 bo-v1 G1 vv.,. 6S.61 ?•4/ ;r ( {,),' 14.2/ , ) 3C x 3� 34 .3 K.SF Z 3 \QV- 1 I . 1 ALL TABLES INCLINE ASD DESIGN LOAD CAPACITIES FOR USE WITH ALL ACCEPTED VERSIONS OF 1TLE 2007A/S1 LATERAL STANDARDS/2009 IBC/2009 INC/2010 CBC/AND THE ASCE/SB 7-05 CODES SURE-BOARD' IAPMO ES ER-0126/ICC ES ER-6151 /WOOD► SURE-BOARD' IAPM0 ES ER-0126 4 STEEL 111.LARK.25563/25461 Series 200W For Shaw LARR#25576/25461/DSA IR A-5 Framing Series 200W For Shear DSA IR A•5 Framing TABLE 4-NOMINAL AND ALLOWABLE WEAR RESISTANCE TO WIND OR EMRNOUAKE FORCES TABLE 2-NOMINAL AND ALLOWA/LE SHEAR RESISTANCE TO WIND OR EARTHQUAKE FORCES ANDSTRUCTURAL S NT Moshe')FOR SHEAR WALLS WITH FOR SHEAR WALLS WITH SUREBOARD•SERIES 200W PANELS ATTACHED TO DF STUDS AT tr CSO.W!T14100 NOESS STRUCTURAAMY SERIES 200W AND L CACHED)TO um-room 0411205 AT TIF O.C.WITN011 SCREWS' nuMIN 1510515101/112.41015515118,51$515212 R7111L 'jMa1ONAMMIBON00r121re .-_,.47,:"... %7s1QLF71A -,'L!)S r I,t1` 'IIBIONINTSNONBAT- NANNI{AIOl201DV Slut M SluWS 21'S S15TweNWO1t^.,a3'INq�015�I1R-.r- _.. 2 x4 amp pr.d.OF Minimum Mims' of B tA74d•"• evtal x,95 2°nal of Vn Void AVrd Vit Mod MU! VII vm AV4d Vn Void /Nod am mm •4 896411 Odd Of A"• x' MU rev • 16-06(0.043 In.) 2,106 702 0.14 IE ramp Or (pm �) 5'Md,) (PEI !Pry lId10 (Plfl G �) mil (PEI Ind) 10-0aro•os4IrtJ 2,704 02.9 0.10 2s 4*nerd 14-0,.(0.071 h1J 2700 994 0.15 peer DF 1,403 509 0.10 -. - - 2,957 000 _ 0.53 4514 1,027 • 024 1400(0.071 In)2 Sided _ 5.001 1,922 OM Far SIr1YM-25.4 ern,1pr 00744 Nlmn. For Mr1 Inch-rA m1.1 d-0.411.ahem. 7h.YMM.re lr1040 nun YbwSw5051.5 houle Thw.vr5lieweNoMbonW duebsW.drr.u5yrr 71n roleere der.wed In Son*e e entl en Nukeo ease.*.dM Sema,Q./m IAF/d0 EOlRO1a.. 'The.aer.r deeermW In Swim 22.2 end metalled In nocordo,p nee,Sesta,2.4 al IMMO EO ER4124 • N Pale atm nue be Welted.Penh re Mime sonic*srbWaYp.rooms mer be good renew et 6Mnr nwoeer Won fled Ironing mann. •,,w,, r15NwRrOwrY MI/.OYO1..r114w0uf4*r� Faleed rd rwe.e.fader '• 59894994 ,4rorwrlMF41/I.•d4.a.Moiled Ye,mod Mw mvl w numdod q tlo rase.nlaor d.rpn(IMO)Wade, Ito by nMd.ee lector far7YY,d. •-eaabredwb/OAetr Vent 1n14dedneon reex penes applied le ere One 2nd tree Meseta wee. 'aseeshE211n.nld6neellePM011112R-0124,411055,minMwn awe meal thkh ane emeda.d velar peva en- .e#et• ' ~ on pl*.h11sradstr4YlWnrn5F.. *pal.rMimYm o/4NChM elm-ASO MD 8#11 Laid. urtotba snowier.moons e , AYeea-Daiwa=aVele dodge,Land. 'Ye-rWlY SURE-BOARD' Wei -1. Y� ��STEEL P' 'e�•d- mewl Owlet instead Load. Series 200 For Shear IAPMO ES ER-0126/ICBO S 5.0-0762 Framing In Sego for Sedei 200Vi may a be o1 steeon 24'O.C.CFS framing.Rotor to IAPMO ES ER-0120 Table 9 on page 7 LARR#25461/DSA PA13?JIR1J'"'�f YAWL WIA-NOSH&AND ASOWAEtaSHIM naiansNOETCI WIND ORSAIITIMOLIARIMRCSSNO Ser .Board'Series200&c200WInfonnetlonTable FRAMING ATTACIMIOTbGADS STISL 0411JOS ATM'QC.WITH UMW*prank pa ALtAtilmoilkNiCilNialllfill'Nor . Ma-611116a0A161, t6P 7QIr110i'16. OgPLACBABIT01RIM0►KWSHIMWALLS Wml URNSS OI11R10r1 O/PAN LS �IdI _ odeti YBiwMnN M a Ni. * Mgl�±hlit4p ais'AVT RMwrda o approved lypS R M MH .V.f.:5 4 ----- 3 2 ., • �OOpa i:�'uteduIhWMR poplu Gags' VII vee ev,.d Vn vee Awa Yn 189 Plod Vn Tod SNao 44.085 iA63MC117y. AV CM11141012m4Cur� B.My )4 le,✓,V,s,a ��W�enery,�,� ..,...{ �,. • LL4 �yaua.�,71.4,Yw /.,W.� ,1..,. 4,,ay��,. �.•� IeI.0 rale{/.lir■neFrliFrlRwlrl�Irr1D'Y•^J W'! Y^V ft) W TJ +"'Y a+V 1rI (553) • *S i 1'�rtig01,161Y }P per} 20 ind 1,055 434 0.21 1,545 019 0R1 - 1,730 052 0.24 1,915 755 0.28 j T,. -, irk S.- n _ ,d ibigdIilOBYd'on... (0033 In) 1,543" 017 0.17 2,211" 955 0.22 2,4089" 977 0.71 2,597^ 905 0.10 . Oil 4r�I 'Ir0Y1�' Ni..p2wQw 01005V0iNhM 0Ut1D` • 16 1,405" 592 0.24 1,825'• 770 0.23 2,021` 1,HI6 0.25 2,959" 1,180 0.21 PAInIMMIIIIPOIDI -,v.-,„*.,.zY ".g ,, `2 tc (0,043 In) 15 +al'a��a.r^4z=�,,j,•.1a+ 4as . tan>♦QRS45:- (0.054 In) 1,897 878 0.25 2,905 922 025 2,957" 1,092 s,e57" 1.055 020 ? i7jOr .-..3-.titer: w�a ray t • ,, Calk -3'Z..."'" - 14-Oa.({L071 431) 3,29E 1,257 0.24 1 daa6;x-sm �iOesb. acc � �' ier 14-3a(0.071 In)2-Sided*Fasteners r 04.into Inlelmedata framing Co NOW Fft 4.695• 1,700• 0.22• 4".- t� 14�pan Si)2SIdW-1r 0.C.Stud Rasing 5 6,078 _1,807 025 r ,t I r• i�• r r" It9B',y.4 7Mi0Ed Ml---,1e, raft 11nd•-281.051 Mr....MOMS N155 M P.nF1ddr.�PeM1Ydr16 P.aiarl4asa4ar1wns2Qa L '". 4.:44)4,2•413,1;r. M'�: " Y 71,eoe ones ere ler dretenn Iced.dun to ender serthooke. MOW ap,rla•eehen4t12 .n.rrr £ 1� and' 'kloli.�r,r•e•vr. •1ho.awsodsaOd ti ow*.2LQrd t•herled FerdnaM., deep snlgesse rrrtrrMMh bTdb,las L E"-- "C 4^Trr '�/Y'+t, f,. a },,y sealer,L4 ofIMMO E02nm2a. 'Ye,-None Sinn" 1..1,41..„.00,,,,,.. >tioVrt s re-+.r x'17-'•eP' 3d; •T.mr.Bauerelapnesapd.dma 4d.w,Mode.M■ea. 'ver-w9 011191l,.d. ...Aii .For Imo mgnorm r0r deem 6500)medh d-etr4erd Ye,mad..•. 'Arad-m4..n orad amen Laid uet'' ` - ,� + i ..11ILd 42RIt t--. meb.,,. gnemamma bow e-Omlor 9W,rec 1 Sr 6r 544. '•NombSl utrr•glh Is bleed on double&stud.98,694105. 41 F e { .. N i' •6.alan 2Ra h 14350 E1 0150191.demean minimum hue mere dl,dgnae ualeg an,gage adrJMr M1.n tlu hwNre sear15 tease .. "^''• viet edicserof those achieved WNl pl�wom Cr Medan....Weed with gem. In Ahs*r� ,, .....i.._ ' . . IS* '�v't - r Hole:Surre.rd•Sedge 200 may be Installed on Wood Ferning.Rehm 9 IAPMO ES EA-0125 En duMbn Report Table 5 on pegs 0 N repel,for requhmsn5 of use. Sure-Board' ' U.S.Patent#5,768,841 •ICC ES ER-5762 Series 200•ICC ES ER-6151 Series 200W•IAPMO ES ER-0126 Series 200/200W C3 Technical Support Visit wetlwsureboard.comC CC support@sureboard.com /49 www.cemcosteel,00m - Toll Free:(866)469-7432 -t-t Denver Manufacturing Facility Corporate OMces&Maks Production Plant Northam California Manufacturing Facility 490 Osage Street•Denver,CO 80204 269 N.Covina Inane•City of Industry,CA 91744 1001-A Pittsburg Antioch Hwy.•Pittsburg,CA 94565 (309)572-3628•Fax(303)572-3627 (800)775-2362•Fax(626)330-7598 (925)473-9340•Fax(925)473-9341 AT- 1 • IS H Cornett; C, 2106PACIFIC AVENUE,SUITE 300 BC •.A W TACOMA WASHINGTON 98302 L(Y•L T 253.627.4367 F 253 627.4395 W W W.BCRAENGINEERING.COM project NW, ll./l W'i sheet no. location litngillA2 j OP date 5/14/2012 job no. l W53 by Concrete Breakout Strength of Anchor in Tension (Appendix D ACI-318 05) Anchor Governed by Concrete Breakout #Anchors= 4 s= 4 in fc= 3000 psi hef= 30 in Cal = 45 in Ca2= 21 in Kc 24 Nb= 253.8 kips (Controlling D-7 or D-8) e'n= 0 lyec,N = 1.00 (D-9) lyed,N= 0.84 (Controlling D-10 or D-11) yic,N= 1.25 tpcp,N= 0.38 Anc= 3780.0 in2 Anco= 8100.0 in2 (D-6) Ncbg= 46.64 kips (D-5) cp = 0.75 (For Conc. Breakout, Pullout and Blowout) cpNcbg= 35.0 kips Anchor Governed By Pullout Abrg = 0.5 in2 Np= 48 kips (D-15) cpNp• = 36 kips Anchor Governed By Side-Face Blowout Nsb= 130.1 kips (D-17) Nsbg= 134.3 kips (D-18) cpNsbg= 100.7 kips Side-Face Blowout Does Not Control Anchor Governed By Steel Strength AB Dia.= 0.75 in Ase/bolt= 0.44 in2 Futa= 58 ksi Nsa= 102.1 kips (D-3) cp = 0.65 go Nsa= 66.4 kips !Controlling Value= 35.0 kips I Com - 2106 PACIFIC AVENUE,SUITE 300 TACOMA WASHINGTON 98402 Bc T 263.627.4367 F 283.627.4396 WWW.BCRAENGIN,IEEERINO.COM +.� 7 %II• Pc t Y11 O(W7 ,LO(/ sheet no. bco8on ��01 iOtt' dote ob no. I O0S3 by AZ/ 5w Alkw wv ck$it,i4 0.= t3.q 1. 9L- Hol.pvow / fvPvr[ ( .IDO(. k w) M .- -41)1 .4 w-44- C see yo) 2.4e1 w-1.1 x Ar = Ito Ncri — • PØ44.. -41)4— 1401 : b% It-S4 r,74tot /A I, Q ho PO$H VA Col Walk lo 111.71 CUt'N WV 'XM J Vr..tk ` 11,1•11, civ e 9 OE, C^v164 4M V11,y 1.4 )tv.k. 1711 to w ,DI 1c11."I16 ' US Ho1.1S OW„. 4e, k I ke3 (G+ i r ,v1 *)b 21136 PACIFIC AVENUE,SUIt!300 TACOMA WASHINGTON 95102 BC ' T 253.627.4367 F 253A274395 W W W.BCRAENOINEERING.COM �r proled sheet no. I000Non dole lob no. by 'y14G menti 007110 5.4 B,b 9.3 4w I uv� 1 I�I ( 101,9 .*1 dim. 4 Mks CN5.14- oo.24-1,.2 }5.1) x (out . v161•-44 M 77. It—kA X fi un twtoe0 Al lot. 4 Selo 4" OM Pita at' Uc. A1nprli wok. ex 61 I r.51um Aft wAW TO fly, Ur+r ,-*, 'V6w 1/ms-Y' 1r1•)v 3j$, t w• r7Mj J 4 f v,, • 1.45 w 1 Pwvl (io )-t1./ . x 1.0, • b../Ip Vµ: 11,1", '�N- . ✓ owt. e,4 g ^�_Ill.l 2106 PACIFIC AVENUE,SUITE 300 TACOMA WASHINGTON 95402 T 253.627.4367 F 253.627.4395 ' V W W W.ECRAENGINEERING.COM B C t ea+ WMS Oudot shoot no. location Tigard,OR date 5/15/2012 Job no. 10053 by AC Concrete Breakout Strength of Anchor in Shear(Appendix D ACI-318 05) Anchor Governed by Concrete Breakout #Anchors= 1 s= O in fc= 3000 psi hef= 4 in Cal = 4 in Ca2= 4 in Vb= 3.0 kips (D-24) e'v= 0 tpec,V= 1.00 (D-26) tped,V= 0.90 (Controlling D-27 or D-28) tpc,V= 1.2 Avc= 48 in2 Avco= 72 in2 (D-23) Vcbg = 2.2 kips (D-22) cp = 0.75 (For Conc. Breakout Pryout) cpNcbg= 1.63 kips Anchor Governed By Pryout Ncb= 2.37 kips (D-5) Kcp= 2 coVcp9 = 3.55 kips (D-30) Anchor Governed By Steel Strength AB Dia. = 0.375 in Ase= 0.11 in2 Futa= 58 ksi Vsa= 6.4 kips (D-19) cp = 0.75 cpNsa= 4.8 kips Controlling Value= 1.63 kips BâTZA 4 3-So 2106 PACIFIC AVENUE,SUITE 300 TACOMA WASHINGTON 98402 T 253.627.4367 F 263.627.439E W W W.BCRAENGINEERING.COM �^ Project Wm.& (AA sheet no. location TILveivaI eN date 03//f//'L Job no. !(JUS b by Beall V91,161? (0INN001IOr-5 w�zx ( 1 )oLrS ex wtuy (5) wtbY (4) e w14.y (.4) e a +fin C r„ L(4, P�olllS 0005 pa,t of - a tip, C3.) FA1,1s } Q ; 3 ,e, Cs 1•a5 Al-As 0 J Vim: til•4126.t. 1+ fn Iff x 1•1-5X 14,°Jlt. 3q,b, }L 4PA ) 3 sr , u) ploo< e> . Cthh ` .1-$k 1.1,1 A 1,°p,`1)' 60.'4 1., (0"•0"."1 /0 3—S/ 2106 PACIFIC AVENUE,SUITE 300 TACOMA WASHINGTON 98402 . T 253.627.1367 F 253.627.4395 WWW.ECRAENGINEERING,COM !� project WMS Outlot sheet no. imam, Tigard, OR date 5/15/2012 Job no. 10053 by AC Base PL.Calc. (AISC 13th 14-4 LRFD) P„i�=(DPn at 21'effective length b, L:critical base plate cantilever dimension= worst base of m, n, and An' ---- M=(N-0.95dy2 d ossa N n=(B-0.8bf)/2 .. An'=(dbf)1r2/4;w/A taken as 1 m_ train= L[(2xPUf)(0.9xFyxBxN)]1n n 0.80b, n e HSS6x6x1/4 Pun= 99.2 k PL length = 12 in width = 7 in WF length= 6 in width = 6 in m= 3.15 in. n= 1.1 in. L= 3.15 in. An'= 1.5 in. train= 0.85 in. HSS6x6x5/16 Pun= 120 k PL length = 12 in width= 7 in WF length= 6 in width= 6 in m= 3.15 in. n= 1.1 in. L= 3.15 in. An'= 1.5 in. train= 0.94 in. HSS7x7x1/4 Pun= 145 k PL length = 13 in width= 8 in WF length= 7 in width= 7 in m= 3.18 in. n = 1.2 in. L= 3.175 in. An'= 1.75 in. t ,= 0.93 in. 2106 PACIFIC AVENUE,SUITE 300 3_ �� TACOMA WASHINGTON 90402 BCB5kI C T 253.627.1367 F 257.627.1395W COVV,S6.1 P.1 id WWW ECRAENGINEERING.COM project WMS OUtlot sheet no. location Tigard,OR dote 5/15/2012 Job no. 10053 _ by AC Base PL.Calc. (AISC 13th 14-4 LRFD) Pun=0Pn at 21'effective length b, L:critical base plate cantilever dimension= worst base of m,n, and An' I-- • m=(N-0.95d)/2 d • o.95d N n=(B-0.8bt)/2 _�•,�—.t y An'=(dbt)1rz/4;w/A taken as 1 m T train=LI(2xPutt)/(0.9xFyxBxN)]112 n O.Bt7b1 I n �_ B HSS7x7x5/16 Pun= 176 k PL length = 13 in width= 8 in WF length= 7 in width= 7 in m= 3.18 in. n= 1.2 in. L= 3.175 in. An'= 1.75 in. t,nin= 1.03 in. HSS7x7x3/8 Pun= 206 k PL length = 13 in width= 8 in WF length= 7 in width= 7 in m= 3.18 in. n = 1.2 in. L= 3.175 in. An'= 1.75 in. t„,,,= 1.11 in. W18x55 Pun= 400 k PL length = 19 In width= 10 in WF length= 18.1 in width= 7.53 in m= 0.9 in. n = 1.99 in. L= 2.919 in. An'= 2.92 in. train= 1.05 in. COWI(WO II 2106 PACIFIC AVENUE,SUITE 900 . A ' -•S3 TACOMA WASHINGTON 911402 B C T 253.627.4367 F 253.627.4395 , i t WWW.BCRAENGINEER1NG.CCMh " Pmt wM5 WW1' sheet no. Iocotton Iv-1g eN date Opy/I 1,- Job Job no. 1005, 1,r Arc, D1.-Io PSF u,- V' cyf o lti 1 Tti }Lk.• R .5 1 t � 1 1 K 0 4 Lmkr ' 'W (h1I,1 1-10) 40w MN OP 41 it `v V. el, a = tZ - 'LbI �� 1 x Io is F 2qy 4 a . . FRIcoS tet.2, sili f °t . 1�I1.) e. 11' X31 .. 4 «. /qI $ 8 lq. IVO, Dv G ypu tL N 0 r 1-61'i-4-3 1 t.t.1. (UNN Corm) I vitt 02 1�9o�(Os( LL W 4x3w ( WilligijiME *--"IL 1161 /1d nk. V 4( Li x o-q C M ?115 0 91 z" : 510 l'''' 1i ��x: /�31�w. /101,7- s-Ir, Li, q1 PAA,., 1.ZOc.41:kr,u 1.R.k .F ye r x141.1- ' -/A291- Y-,rr l f Un Iv` S.49 /i0 ow h� lwshe.}1,.- 1,,,, 1•Lx 1110 A-1.6X in11 .' /al VM- 15130 wtt„/3 IoIS A $(1 veto = LI.1% kit pi 011 l 1V ' Or 11.11/' 33.µy 44. olti / IN'D r"ILUNi 14, 'Co h!km ,rvyo DS- 1,1 It-5 r 4(or, CowB c RAw.4 1 II 2106 PACIFIC AVENUE,SUITE 300 . -s(.1 TACOMA WASHINGTON 99402 "�� T 253.627.4367 F 253.427.4395 1 r W W W.SCRAENGINEERING.COM lzfolect l/v M.) 61/14'u1 sheet no. location T/L-')411 9 /oN date 65//5 ill' lob no. I U05 3 by 44-' CMOQ'f 9t5(W CO/ti I-6)ctb X y V Q —_N I 1 /y ki ( '''''''' . 7" A �� J wCt,p ��55 to Pt Ott, ' Wli-p PL ic. Ofh+t.ILE OW I 1n 1 0 Vti u' S 59 NV' 1'frAtEL ' Cwr DL 14�i01 l417,,i LV f- ° otyi 01 • /140 LL *Q M = 'IF" x .le = z3aoI 4,, ,N I 454$ bL ' l`?ic10'��A X (�/fie 2) ` lI11L40) 24b'7'L(i IN tvL OM = 8°It 0/V2-114 • t ^ r 1»L-t'p Q to, M,v.• 1.2V a°)'bo 4- I.(o X 4444'0 - LIbV K 0 #- I'`t V - 4.5' k cIt, Cow,vti� i 2106 PACIFIC AVENUE,SUITE 900 ` -55 TACOMA WASHINGTON 93402 ` �++ T 263427.4367 F 253.62Z095 W W W.3CRAENc INEERING.COM projecl W 44 S C4 °I sheet no. location TcLZanPi o w dole Nb no. !DO,5 by PI(/ Urrvarq 1,40 -rM; ,2-X IqI ? .r 1.0(10/34 3' 6 q 0 Cove j ( 2106 PACIFIC AVENUE.SUITE 900 : ''''''.—L. 16.TACOMA WASHINGTON 911602 T 253.627.6367 F 233.627.4995B C 6"" 3-S(„ WWW.6CRAENGINEERING.COM 7 projesN ',Ott/ UI' Id short no. location 11 VMM) 1 dole 5/15/2012 fob no. I tnr74) by AC Beam Calculation ci No Of 9C-5(WI(4 Section Fazxz0a I'J E= 29000 ksi Span Type= simple L= 26 ft Loads Load Case DL U. P1= k al= ft P2= k 82= ft P3= k a3= ft w= 0.056 0.056 klf W= klf Svc Load Comb Factor= 1.0 1.0 Ult Load Comb Factor= 1.2 1.6 Deflection Check Svc Load Load Case DL LL - - Comb d0.‘m= 0.155 0.154 0.000 0.000 0.309 (in) =1J7 2018 2027 - - 1011 Ultimate Load Check Mu= 13.3 ft-k bl/2t1,b/t= - Vu= 2.0 k h/tM„hit= - Lb= 26.0 ft Xp,Fg,bend.= - Cb= 1 Xp.v6Tb,bend.= - Fy= 46 ksi Xr,11g,bend= • Zx= 25.6 in3 Xr.web.bend.= - Zy= 3.47 in3 Sx= 21.5 in' Sy= 1.72 in' V b= 0.9 Ix= 129 in' SoMp= 88.3 ft-k Iy= 3.86 in' rx= 4.61 in Lp= 2.94 ft r,,= 0.797 in 4= 10.06 ft A= 6.08 in` J= 0.369 in' On= 16.9 ft-k OK Cw= 112 int' ru= 0.983 in he= 11.50 in Column/interaction Check Pu= 0.0 k •PN= #DIV/01 k LUNDRACED STRONG= 1.00 ft Pel= 256404.1 k ksTRON0= 1 Pr= 0 k LUNBRACED WEA(= 1.00 ft B1= 1.00 kwEAK= 1 Mn1= 13.3 ft-k Cm= I M„=Mr= 13.27 ft-k a= 1 Interaction Ratio= #DIV/0I (Om*4- IV 3-51* SICC EVALUATION SERVICE Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-2269 Reissued November 1, 2009 This report is subject to re-examination in one year. www.icc-es.orq I (800)423-6587 I (562)699-0543 A Subsidiary of the International Code Council® DIVISION:03—CONCRETE and steel base materials. The Hill X-U 15 fasteners are Section:03151—Concrete Anchoring used to attach light gage steel and other building elements to steel.The fasteners are alternatives to the cast-in-place DIVISION:04—MASONRY anchors described in IBC Sections 1911 and 1912 for Section:04081—Masonry Anchoring placement in concrete; the embedded anchors described in Section 2.1.4 of TMS 402/ACI 530/ASCE 5 (which is DIVISION:05—METALS referenced in IBC Section 2107)for placement in grouted Section:05090—Metal Fastenings masonry; and the bolts used to attach materials to steel, described in IBC Section 2204.2. The fasteners may be DIVISION:06—WOOD AND PLASTIC used where an engineered design is submitted in Section:06090—Wood and Plastic Fastenings accordance with IRC Section R301.1.3. REPORT HOLDER: 2.2 Horizontal Diaphragms: The Hilti X-U fasteners may be used as alternates to 10d HILTI,INC. common nails for fastening wood structural panel 5400 SOUTH 122ND EAST AVENUE diaphragms to structural steel members. TULSA,OKLAHOMA 74146 3.0 DESCRIPTION (800)879-8000 3.1 Fasteners: www.us.hllti.com HNATechnicalServicesfl5hilti.com 3.1.1 X-U: The X-U fasteners are powder driven fasteners made from hardened steel complying with the EVALUATION SUBJECT: manufacturer's quality documentation, austempered to a Rockwell C nominal hardness of 58 and zinc-plated in HILTI LOW-VELOCITY X-U AND X-U 15 UNIVERSAL accordance with ASTM B 633 SC 1, Type III. The POWDER DRIVEN FASTENERS fasteners have a shank diameter of 0.157 inch(4.0 mm),a head diameter of 0.32 inch(8.2 mm)and a knurled tip,and 1.0 EVALUATION SCOPE come in lengths ranging from 0.63 inch to 2.83 inches(16 to 72 mm).See Figure 1 for the fastener configuration. Compliance with the following codes: 3.1.2 X-U 15: The X-U 15 fasteners are powder driven • 2009 International Building Code®(2009 IBC) fasteners made from hardened steel complying with the • 2009 International Residential Code®(2009 IBC) manufacturer's quality documentation, austempered to a Rockwell C nominal hardness of 59 and zinc plated in • 2006 International Building Code®(2006 IBC)' accordance with ASTM B 633 SC 1, Type III. The • 2006 International Residential Code®(2006 IRC)* fasteners have a shank diameter of 0.145 inch(3.7 mm), a • 2003 International Building Code®(2003 IBC)* head diameter of 0.32 inch(8.2 mm)and a shank length of 0.63 inch (16 mm). See Figure 2 for the fastener • 2003 International Residential Code®(2003 IRC) configuration. • 2000 International Building Code®(2000 IBC)* 3.2 Concrete: • 2000 International Residential Code®(2000 IRC)' Normal-weight and structural sand-lightweight concrete • 1997 Uniform Building Codelm(UBC)* must conform to IBC Section 1905 or IRC Section R402.2, •Codes indicated with an asterisk are addressed in Section as applicable. The minimum concrete compressive 8.0. strength at the time of fastener installation is noted in the tables of this report. Property evaluated: 3.3 Masonry: Structural Masonry must be comprised of normal-weight concrete 2.0 USES masonry units(CMUs)complying with ASTM C 90. Mortar 2.1 General: must comply with ASTM C270 Type S in accordance with IBC Section 2103.8 or IRC Section R607, as applicable. The Hilti X-U fasteners are used to attach wood,light gage The CMUs must have a minimum nominal width of 8 steel, and other building elements to normal-weight and inches(203 mm).Where specified in Table 6 of this report, structural sand-lightweight concrete,steel deck panels with masonry construction must be fully grouted and must have structural sand-lightweight concrete fill, concrete masonry minimum prism strength,Pm, of 1,500 psi(10.3 MPa)at the ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,Inc.,express or implied,as ANSI to arty finding or other matter in this report,or as to any product covered by the report. ��— Copyright 0 2009 Page 1 of 9 eOvvelit&I 17/ ESR-2269 I Most Widely Accepted and Trusted 3-So time of fastener installation. Grout must comply with ASTM of these instructions must be available on the jobsite at all C 476 in accordance with IBC Section 2103.12 or IRC times during installation. Installation must be limited to dry, Section R609.1.1,as applicable. interior locations. 3.4 Steel Substrates: Fastener placement requires the use of a low-velocity Structural steel must comply with the minimum pier-actuated tool in accordance with Hilti requirements of ASTM A 36 and have a thickness as recommendations. Installers must be certified by Hilti and shown in Table 2. Steel deck panel properties and have a current,Hilti-issued,operator's license. configurations are to be as described in the footnotes to 4.2.2 Fastening to Steel: When installed in steel, Table 5,and Figures 6 through 8,of this report. minimum spacing between fasteners must be 1 inch (25.4 3.5 Wood Structural Panel Horizontal Diaphragms: mm) and minimum edge distance must be 1/2 inch (12.7 mm). 3.5.1 Wood Structural Panel: Wood structural panels must have a minimum thickness of 15/n inch (11.9 mm) 4.2.3 Fastening to Concrete:Fasteners are to be driven and must comply with the requirements of Section 4.2.6 of into the concrete after the concrete attains the specified AF&PA SDPWS(which is referenced in IBC Section 2305). concrete strength. Minimum spacing between fasteners must be 4 inches (102 mm) and minimum edge distance 3.6.2 Structural Steel Supports:Structural steel framing must be 3 inches(76 mm). Unless noted otherwise in this members supporting the wood structural panel diaphragm report, concrete thickness must be a minimum of three must comply with the minimum requirements of ASTM A times the penetration depth of the fastener. 36 and have a minimum thickness of 3/i6 inch(4.8 mm). 4.2.4 DX-Kwik System: Installation of the X-U fastener 4.0 DESIGN AND INSTALLATION into normal-weight concrete, using the Hlltl DX-Kwik 4.1 Design: system as an alternate procedure, requires the drilling of a 4.1.1 General: The allowable shear and tension service pilot hole using a drill bit(TX-C 5/23)supplied by Hilti, Inc., prior to the installation of the fastener with the powder- loads for the X-U and X-U 15 fasteners installed in steel, and the X-U fasteners installed in normal-weight concrete, actuatedtool. DX-Kwik installation procedures are shown Figure structural sand-lightweight concrete, structural sand- lightweight in 5. concrete filled steel deck and masonry can be 4.2.5 Fastening to Structural Sand4ightweight found in Tables 2 through 6 as summarized in Table 1.The Concrete Filled Steel Deck Panels: Installation in stress increases and load reductions described in IBC structural sand-lightweight concrete filled steel deck panels Section 1605.3 are not allowed for wind loads acting alone must comply with Figures 6 through 8. Minimum distances or when combined with gravity loads. No increase is from fastener centerline to rolled deck panel flute edges allowed for vertical loads acting alone. Except for fasteners must be as depicted in Figures 6 through 8. used with architectural, electrical and mechanical 4.2.6 Fastening to Masonry: Fasteners must be driven components as described in Section 13.1.4 of ASCE/SEI into the masonry after the mortar and grout materials have 7, and fasteners used as described in Sections 4.1.3 and attained the specified strength. Fasteners must be located 4.2.7,use of fasteners to resist earthquake loads is outside in accordance with Table 6. the scope of this report. 4.2.7 Wood Structural Panel Diaphragms: The wood Allowable loads for fasteners subjected to combined structural panels must be fastened to the steel members at shear and tension forces are determined by the following the spacing determined by the design. When used, the formula: optional steel strap is placed on top of the panels and the (Ps/Po+(14/Vt)<_1 fasteners are driven through the strap and panel into the supporting steel member.The minimum distance from the where: centerline of the fasteners to the edge of the panel is 3/e Pa = Applied service tension load,pounds(N). inch (9.5 mm). Fastener penetration and distance to the P� = Allowable service tension load,pounds(N). edge of the supporting steel member must be as described in Section 4.2.2. See Figure 10 for a typical installation Vs = Applied service shear load,pounds(N). detail showing one row of fasteners. Multiple rows of tit = Allowable service shear load,pounds(N). fasteners may be installed if required by the design. The remainder of the diaphragm must be constructed in 4.1.2 Wood to Steel,Concrete,or Masonry: Reference accordance with the code. lateral design values for fasteners determined in 5.0 CONDITIONS OF USE accordance with Part 11 of ANSI/AF&PA NDS are applicable to Hilti fasteners of equal or greater diameters. The Hilti X-U and X-U 15 fasteners described in this report The wood element must be considered to be the side comply with, or are suitable alternatives to what is member.The fastener bending yield strength is allowed to specified in,those codes listed in Section 1.0 of this report, be taken as the value noted in the NDS based on the subject to the following conditions: fastener diameter. 5.1 The fasteners are manufactured and identified in 4.1.3 Wood Structural Deck Diaphragms:When the X- accordance with this report U fastener is used to fasten wood structural panels to steel 6.2 Fastener installation complies with this report and the members, the fastener is recognized as equivalent to a Hilti,Inc.,instructions.In the event of conflict between 10d common nail. Diaphragm design, including fastener this report and Hilti, Inc., published instructions, this spacing, diaphragm capacity and diaphragm deflection, report governs. must comply with Section 4.2 of AF&PA SDPWS(which is referenced in IBC Section 2305.1)and IBC Section 2306.2. 5.3 Allowable tension and shear values are as noted in 4.2 Installation: Tables 2 through 6. The stress increases and load reductions described in IBC Section 1605.3 are not 4.2.1 General: The X-U and X-U 15 fasteners must be allowed for wind loads acting alone or when combined installed in accordance with this report and the with gravity loads. No increase is allowed for vertical manufacturer's published installation instructions. A copy loads acting alone. (004.1"1 i2.- ESR-2269 7iESR-2269 I Most Widely Accepted and Trusted Page 0f9 5.4 Calculations demonstrating that the applied loads are 8.3 Description: less than the allowable loads described in this report 8.3.1 Fasteners:See Section 3.1. must be submitted to the code official for approval. The calculations are to be prepared by a registered 8.3.2 Concrete: See Section 3.2. Under the UBC, design professional where required by the statutes of concrete must conform to Section 1903. the jurisdiction in which the project is constructed. 8.3.3 Masonry: See Section 3.3. Under the 2006 IBC, 5.5 Except for fasteners used with architectural,electrical Type S mortar must comply with IBC Section 2103.8 or and mechanical components as described in Section IRC Section R607, as applicable; grout must comply with 13.1.4 of ASCE/SEI 7 , and fasteners used to fasten IBC Section 2103.12 or IRC Section R609.1.1, as wood structural panel diaphragms to steel members applicable. Under the 2003 and 2000 IBC, mortar and as described in Sections 4.1.3 and 4.2.7, use of grout must comply with Sections 2103.7 and 2103.10, fasteners to resist earthquake loads Is outside the respectively. Under the UBC, mortar and grout must scope of this reportcomply with Sections 2103.3 and 2104.3,respectively. 6.6 The use of fasteners is limited to installation in 8.3.4 Steel Substrates:See Section 3.4. uncracked concrete or masonry. Cracking occurs 8.3.5 Wood Structural Panel Diaphragms: See Section when ft>f,due to service loads or deformations. 3.5. Under the UBC, the wood structural panel must 5.7 Use of fasteners is limited to dry,interior locations. comply with Section 2315.3.3. 5.8 Use of fasteners in contact with preservative-treated 8.4 Design and Installation: or fire-retardant-treated wood is not permitted. 8.4.1 Design: 5.9 Installers must be certified by Hilti and have a current, 8.4.1.1 General: See Section 4.1.1. The stress Hilti-issued,operator's license. increases described in Section 1612.3.2 of the UBC are not allowed for wind loads acting alone or when combined 6.0 EVIDENCE SUBMITTED with gravity loads. Except for fasteners used with Data in accordance with the ICC-ES Acceptance Criteria architectural, electrical and mechanical components as for Fasteners Power-driven into Concrete, Steel and and IRC),ed in Section 13.1.4 of ASCE/SEI7-0 7-05 (2006 IBC Masonry Elements(AC70),dated October 2006. and Section 9.6.1 of ASCE/SEI 7-02(2003 IBC and IRC) or Section 9.6.1 of ASCE/SEI 7-98 (2000 IBC and 7.0 IDENTIFICATION IRC), and fasteners used as described in Sections 4.1.3 Each package of fasteners is labeled with the fastener and 4.2.7, use of fasteners to resist earthquake loads is type, size, manufacturer's name (Hilti) and evaluation outside the scope of this report. report number(ESR-2269).An"H",for Hilti,is imprinted on 8.4.1.2 Wood to Steel, Concrete, or Masonry: See the head of the fastener as shown in Figures 1 and 2. Section 4.1.2. Reference lateral design values for 8.0 OTHER CODES fasteners determined in accordance with Part 11 of ANSI/AF&PA NDS(2006 and 2003 IBC and IRC), Part 12 8.1 Scope: of ANSI/AF&PA NDS (2000 IBC and IRC), or Section In addition to the 2009 IBC and 2009 IRC, the products in 2318.3 of the UBC, as applicable, are applicable to Hilti this report were evaluated for compliance with the fasteners of equal or greater diameters. requirements of the following codes: 8.4.1.3 Wood Structural Deck Diaphragms: See Section 4.1.3. Under the UBC, diaphragm design must • 2006 International Building Code®(2006 IBC) comply with UBC Section 2315.3.3 and Section 23.222 of • 2006 International Residential Code®(2006 IRC) UBC Standard 23-2,as applicable. • 2003 International Building Code®(2003 IBC) 8.4.2 Installation:See Section 4.2. • 2003 International Residential Code®(2003 IRC) 8.5 Conditions of Use: ® See Section 5.0,and the following: • 2000 International Building Code®(2000 IBC) 8.5.1 Allowable tension and shear values are as noted in • 2000 International Residential Code®(2000 IRC) Tables 2 through 6. The stress increases and load • 1997 Uniform Building Code"'(UBC) reductions described in Section 1605.3 of the 2006, 2003 and 2000 IBC, and the stress increases 8.2 Uses: described in Section 1612.3.2 of the UBC, are not 8.2.1 General: The Hilti X-U and X-U 15 fasteners are allowed for wind loads acting alone or when used to connect materials as described in Section 2.0.The combined with gravity loads.No increase Is allowed fasteners are alternatives to the cast-in-place anchors for vertical loads acting alone. described in 2006 IBC Sections 1911 and 1912,2003 and 8.5.2 Except for fasteners used with architectural, 2000 IBC Sections 1912 and 1913 and UBC Section electrical and mechanical components as described 1923.1 for placement in concrete; the embedded anchors in Section 13.1.4 of ASCE/SEI 7-05(2006 IBC and described in Section 2.1 of ACI 530(which is referenced in IRC), Section 9.6.1 of ASCE/SEI 7-02 (2003 IBC 2006,2003 and 2000 IBC Section 2107)and UBC Section and IRC)or Section 9.6.1 of ASCE/SEI 7-98(2000 2107.1.5 for placement in grouted masonry; and the bolts IBC and IRC), and fasteners used as described in used to attach materials to steel, described in 2006 and Sections 4.1.3 and 4.2.7, use of fasteners to resist 2003 IBC Section 2204.2, 2000 IBC Section 2209, and earthquake loads is outside the scope of this report. UBC Section 2205.11. The fasteners may be used where 8.6 Evidence Submitted: an engineered design is submitted in accordance with 2006 and 2003 IRC Section R301.1.3 or 2000 IRC Section See Section 6.0. R301.1.2,as applicable. 8.7 Identification: • 8.2.2 Horizontal Diaphragms:See Section 2.2. See Section 7.0. L Covvlwit 12 ESR-2269 ( Most Widely Accepted and Trusted of '71--(e0 (1-0 FIGURE 1—HILTI X-U FASTENER FIGURE 2—X-U 15 FASTENER TABLE 1—APPLICATION DESCRIPTIONS BASE MATERIAL POWDER-ACTUATED FASTENER INSTALLATION METHOD LOAD DATA Steel X-U and X-U 15 Fasteners Standard Table 2 Normal-Weight Concrete X-U Fastener Standard Table 3 DX KWIK Table 4 Structural Sand-lightweight Concrete X-U Fastener Standard 3-inch Deep Composite Floor Deck Panel X-U Fastener Standard Table 5 1'/rinch Deep Composite Floor Deck Panel X-U Fastener Standard Hollow Concrete Masonry Units X-U Fastener Standard Table 6 Grout-Filled Concrete Masonry Units X-U Fastener Standard N1 'SI \\ 4,11 Ni6 Press tip of fastener to material to be Properly installed X-U fastener fastened and drive with HIM powder- actuated tool FIGURE 3—STANDARD INSTALLATION PROCEDURES FOR X-U AND X-U 16 FASTENERS IN STEEL COVilnl EN 1 12 ESR-2269 1 Most Widely Accepted and Trusted Page o 3-(c.I S ,:,, L, li s , —1WAr Press tip of _. :. o material to be Properly Installed X r :.-i= er. fast d rtd drive with HIltl powder- N ,--,adtuated tool \\I f� FIGURE 4—STANDARD INSTALLATION PROCEDURES FOR X-U FASTENERS IN CONCRETE TABLE 2—ALLOWABLE SERVICE LOADS FOR FASTENERS DRIVEN INTO STEEL''''e''(Ibt) TENER FASTENER SHANK STEEL THICKNESS(In.) D CRIPTION DIAMETER (in.) 'Ire +4 34 '/2 >'l4 (II i Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear Universal X-U 0.157 535 720 775 720 935 720 900 720 3504 375' Knurled Shank 275' 350' ! Universal Knurled Shank X-U 15 0.145 155 400 230 395 420 450 365" 500' 365' 400' / For SI:1 inch=25.4 mm,1 Ibf=4.4 N. �� e tabulated allowable load values are for the fasteners only.Wood or steel members connected to the steel substrate must be - tigated In ccordance with accepted design criteria. \,,,t 'Thea steners must be driven to where theFeint of the fastener penetrates through the steel base material,unless•, .Tse noted. 'Bas • ,..n minimum point penetration of /cinch. •Based upo .,, point penetration of 'Based upon —• .., •- i - on of/inch. 'Earthquake load resistance -- :: - –^•: ,, -.,. . - - . n-. in Sections 5.5 and 8.5.2 of this report 'The stress increases end load reductions described in Section 1605.3 of the IBC and the stress increases described in Section 1612.3.2 of the UBC are not allowed for wind loads acting alone or when combined with gravity loads.No increase is allowed for vertical loads acting alone. TABLE 3—ALLOWABLE SERVICE LOADS FOR FASTENERS DRIVEN INTO NORMAL-WEIGHT CONCRETE1' '`•3(Ibf) FASTENER FASTENER SHANK MINIMUM CONCRETE COMPRESSIVE STRENGTH DESCRIPTION DIAMETER EMBEDMENT 2000 psi 4000 psi 6000 psi (In.) (in.) Tension Shear Tension Shear Tension Shear 3/4 100 125 100 125 105 205 Universal 1 165 190 170 _• 225 110 280 Knurled Shank X-U 0.157 1'14 240 310 280 310 180 425 1'/2 275 420 325 • 420 – – For SI:1 Inch=25.4 mm,1 Ibf=4.4 N,1 psi=6895 Pa. 'The tabulated allowable load values are for the fasteners only.Wood or steel members connected to the substrate must be investigated in accordance with accepted design criteria. =Earthquake load resistance is outside the scope of this report,except as noted in Sections 5.5 and 8.5.2 of this report. 'The stress increases and load reductions described in Section 1605.3 of the IBC and the stress increases described in Section 1612.3.2 of the UBC are not allowed for wind loads acting alone or when combined with gravity loads.No Increase is allowed for vertical loads acting alone. 4Fasteners must not be driven until the concrete has reached the designated minimum compressive strength. 'Concrete thickness must be a minimum of 3 times the embedment depth of the fastener. ESR-2269 I Most Widely Accepted and Trusted Page 3-(#4, TABLE 4—ALLOWABLE SERVICE LOADS FOR FASTENERS DRIVEN INTO NORMAL WEIGHT CONCRETE USING DX-KWIK1'=''4"(Ibf) FASTENER FASTENER SHANK MINIMUM CONCRETE COMPRESSIVE STRENGTH DESCRIPTION DIAMETER EMBEDMENT (in.) (In.) 4,000 psi 6,000 psi Tension Shear Tension Shear Universal X-U 47 P8 w/ 0.157 11/2 395 405 360 570 Knurled Shank DX-Kwik For SI:1 inch=25.4 mm,1 Ibf=4.4 N.1 psi=6895 Pa. 'X-U Fastener is installed using the DX-Kwik drilled pilot hole installation procedure described in Section 4.3.4 and shown in Figure 4. 2The tabulated allowable load values are for the fasteners only.Wood or steel members connected to the concrete substrate must be investigated in accordance with accepted design criteria. 'Earthquake load resistance is outside the scope of this report,except as noted In Sections 5.5 and 8.5.2 of this report. 'The stress increases and load reductions described in Section 1605.3 of the IBC and the stress increases described in Section 1612.32 of the UBC are not allowed for wind loads acting alone or when combined with gravity loads.No Increase is allowed for vertical loads acting alone. 'Pilot holes must not be drilled until the concrete has reached the designated minimum compressive strength. "Concrete thickness must be a minimum of 3 times the embedment depth of the fastener. O 0.197' 71 E, ll it. 4 rep O J Drill small pilot hole using a special Insert tip of fastener In predrilled hole Properly Installed X-U fastener drill bit(TX-C 5123)supplied by HIlti. and drive with Hiltl powder-actuated tool, using DX-Kwik. FIGURE 5—DX KWIK INSTALLATION PROCEDURES COmiv,vii 12 ESR-2269 I Most Widely Accepted end Trusted Page 7 , • TABLE 6—ALLOWABLE SERVICE LOADS FOR FASTENERS DRIVEN INTO 3-(O3 MINIMUM P.=3000 psi STRUCTURAL SAND-LIGHTWEIGHT CONCRETE'A"(Ibf) FASTENER FASTENER SHANK MINIMUM FASTENER LOCATION DESCRIPTION DIAMETER EMBEDMENT Installed Through Metal Deck Panel Into Concrete 4•' (In.) (In.) installed 3-inch deep composite floor 1'/cinch deep composite floor deck panel12 deck panel' Tension Tension Tension Shear Upper Lower Shear Upper Lower Shear Flute Flute Flute Flute 3/4 125 115 130 95 245 95 95 370 Universal X-U 0.157 1 205 260 215 120 330 125 125 415 Knurled Shank 1'/4 315 435 295 120 375 - - - 1'/2 425 475 400 260 430 - - - For SI:1 inch=25.4 mm,1 Ibf=4.4 N,1 psi=6895 Pa. 'The tabulated allowable load values are for the fasteners only.Wood or steel members connected to the substrate must be investigated in accordance with accepted design criteria. 2The steel deck profile for the 3-inch deep composite floor deck panel has a minimum thickness of 0.0359 inch(0.91 mm)and a minimum Fy of 33 ksi.Lower and upper flute width must be a minimum of 41/2 inches.Figure 5 shows the nominal flute dimensions,fastener locations,and load orientations for the deck panel profile.Structural sand-lightweight concrete ill above top of steel deck panel must be minimum 31/4 inches thick. 'The steel deck profile for the 1'/2-Inch deep composite floor deck panel has a minimum thickness of 0.0359 inch(0.91 mm)and a minimum Fy of 33 ksi.Lower flute and upper flute widths must be a minimum of 13/4-Inch and 3'/2-Inch,respectively.This deck panel may also be inverted as shown in Figure 7.Figures 6 and 7 show the nominal flute dimensions,fastener locations,and load orientations for the deck panel profile. Structural sand-lightweight concrete fill above top of steel deck panel must be minimum 2'/2 Inches thick. 'Earthquake load resistance is outside the scope of this report,except as noted in Sections 5.5 and 8.5.2 of this report. (The stress increases and load reductions described in Section 1805.3.2 of the IBC and the stress increases described in Section 1612.3.2 of the UBC are not allowed for wind loads acting alone or when combined with gravity loads.No increase is allowed for vertical loads acting alone. °Fasteners must not be driven until the concrete has reached the designated minimum compressive strength. 'Concrete thickness must be a minimum of 3 times the embedment depth of the fastener. °Minimum allowable spacing parallel to the deck flutes is 5.1 Inches. Hit Prier-Driven Fastners 3,000 psi Structural Sand- 12" td Concrete .- x -\\NNN .1.4 3-1/4"mill. 3• • Diecfien of 4-1P2"min. Form Deck Panel cheer food _ Lower Flute Location on fastener.., 4-1om min. 7-1/4"min. 1. Upper Hula Location Il-1/8M Distaniccee Directiontendonl d on fastener t FIGURE 6—HILTI FASTENER LOCATION IN 3-INCH-DEEP COMPOSITE FLOOR DECK PANEL, NORMAL DECK PANEL PROFILE ORIENTATION 4529 ESR-2269 I Most Widely Accepted and Trusted Page 8 of 9 ' Power-Driven Fasteners 3.000 psi Struchlyd Sand- 6' ' —2-1/2"min. i l t Direction of Form Deck Panel shear bad " } 1-112"— on fastener +7/8“ 1-314" 2-1/2" Upper Flute Location Dictof EdgeDista991/2- Lower Flute Location tension load on fastener FIGURE 7—FASTENER LOCATION IN 1'I=-INCH-DEEP COMPOSITE FLOOR DECK PANEL, NORMAL DECK PANEL PROFILE ORIENTATION Hiki Power-Driven Fasteners 3StnroeSend- 8" �. . Ughtweight —1 —212"mil. Direction of _ .11/- Fon Deck PanelT1 sheer bad 1-3/4" 1-3/4' 1-12"— onfastener Edge Upper Flute Location Dlsiance Lower flute Location Mesita et 3-1/2' tendon load on fastener t FIGURE 8—HILTI FASTENER LOCATION IN 11/2-INCH-DEEP COMPOSITE FLOOR DECK PANEL, INVERTED DECK PANEL PROFILE ORIENTATION TABLE 6—ALLOWABLE SERVICE LOADS FOR FASTENERS DRIVEN INTO CONCRETE MASONRY UNITS 1.2.1.4.11.1°(pounds) FASTENER FASTENER SHANK MINIMUM HOLLOW CMU GROUT-FILLED CMU DESCRIPTION DIAMETER EMBEDMENT of Grouted (In.) (in.) Face Shell' Mortar Joint" Face Shell' Mortar Joint Top Cell' Tension Shear Tension Shear° Tension Shear Tension Sheari6 Tension Shear° (ib) (lb) (Ib) (lb) (lb) (lb) (Ib) (ib) (Ib) (Ib) Universal X-U 0.157 1 70 85 25 70 225 220 150 190 165 240 Knurled Shank 'The tabulated allowable load values are for the fastener into concrete masonry units only.Wood or steel members connected to the substrate must be investigated in accordance with accepted design criteria. 'Tire tabulated allowable load values are for fasteners installed in masonry conforming to the requirements of Section 3.3 of this report. °No more than one low-velocity fastener may be installed In an individual concrete masonry unit cell.The fastener must be installed a minimum of 4 inches from the edge of the wall. °Fastener can be located In the face shell or mortar joint as shown in Figure 8 of this report. °Fasteners must be installed a minimum of 8 inches from the end of the wall.Multiple fasteners in a bed joint must be spaced a minimum of 8 inches. °Shear load direction can be horizontal or vertical(bed joint or T-Joint)along the CMU wall plane. 'Fastener located In center of grouted cell installed vertically. °Shear load can be in any direction in top of grouted cell application. °Earthquake load resistance is outside the scope of this report,except as noted in Sections 5.5 and 8.5.2 of this report. 1°The stress increases and load reductions described in Section 1605.3.2 of the IBC and the stress Increases described In Section 1612.3.2 of the UBC are not allowed for wind loads acting alone or when combined with gravity loads.No increase is allowed for vertical loads acting alone. Co rn,..%t^r'T CZ ESR-2269 I Most Widely Accepted end Trusted Page 9 o '3'G5 ,; „ • 4, % I / 4, /%r 4, / Op ,i I� Ii t ,II �/ I r„ /p. T Joint I,I Bed .-- . Z-Concrete Masonry Joint 1" Unit(CMU) FIGURE 9—LOCATIONS(NONSHADED AREAS)FOR HILT1 FASTENERS IN CMU WALLS MU X-u Up'eraal Po.dor Driven raetonor Optional stow Saw-- 11111 of CAJ air! Wood St'utturoi Porel Sheatoirg !� •, I W rforJ n rromin9 Sriport Man>bcr 40. 0 0ot7aral Steel Strop 10a Common Noirs or lr Dtnor Approved %Manors t (X-U Poy1aners for Sleet Hilti X- LJrivenal Framing Sr,pport Members) -- -- Powder Driven Fosterer 41044444446. r "------:.orrrete or CA+U well Steel Support or Steel Lodger - FIGURE 10—WOOD STRUCTURAL PANEL DECK ATTACHMENT TO STEEL LEDGER WITH HILTI X-U UNIVERSAL POWDER DRIVEN FASTENER L CON'ind 'ii2 18S ICC EVALUATION SERVICE Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-2269 Supplement Reissued November 12009 This report is subject to re-examination in one year. www.icc-es.orq I (800)423-6587 I (562)699-0543 A Subsidiary of the International Code Council® DIVISION:03—CONCRETE Section:03161—Concrete Anchoring DIVISION:04—MASONRY Section:04081—Masonry Anchoring DIVISION:05—METALS Section:05090—Metal Fastenings DIVISION:06—WOOD AND PLASTIC Section:06090—Wood and Plastic Fastenings REPORT HOLDER: HILTI,INC. 5400 SOUTH 122ND EAST AVENUE TULSA,OKLAHOMA 74146 (800)879-8000 www.us.hilti.com J1NATechnicalServlcesehi Iti.corn EVALUATION SUBJECT: HILTI LOW-VELOCITY X-U AND X-U 15 UNIVERSAL POWDER DRIVEN FASTENERS 1.0 EVALUATION SCOPE Compliance with the following codes: • 2007 Florida Building Code—Building • 2007 Florida Building Code—Residential Property Evaluated: Structural 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to indicate that the Hilti Low-Velocity X-U and X-U 15 Universal Powder Driven Fasteners described in Sections 2.0 through 7.0 of the master report comply with the 2007 Florida Building Code—Building and the 2007 Florida Building Code—Residential, when designed and installed in accordance with the master evaluation report, under the following additional condition: The use of the Hiiti Low-Velocity X-11 and X-U 15 Universal Powder Driven Fasteners as a means of attachment for wood blocking, as defined in the 2007 Florida Building Code—Building Section 2330.1.1, in a roof assembly in the High-Velocity Hurricane Zone is prohibited. Attachment of wood structural panel diaphragms to supporting steel framing members as recognized in the master report is acceptable. For products falling under Florida Rule 9B-72,verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity(or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report reissued November 1,2009. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed II n ivsr as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,Inc.,express or implied,as \( to any finding or other matter in this report,or as to any product covered by the report. riwoc Mr Copyright e 2009 Page 1 of 1 SCAFCO Steel Stud Mfg. 0 3-(4 2007 North American Specification ASD 9601/10 WM/ '1 v DATE:5/1512012 SECTION DESIGNATION: 800S162-54[50]Single Input Properties: Web Height= 8.000 in Design Thickness= 0.0566 in Top Flange= 1.625 in Inside Corner Radius= 0.0849 in Bottom Flange= 1.625 in Yield Point, Fy= 50.0 ksi Stiffening Lip= 0.500 in Fy With Cold-Work, Fya= 50.0 ksi Punchout Width= 1.500 in Punchout Length= 4.000 in Wall Solver Design Data-Simple Span Wall Height 22.00 ft Deflection Limit U180 Lateral Pressure 20.00 psf Axial Load 0 lb Stud Spacing 16.0 in Check Flexure Load Multiplier for Flexural Strength= 1.00 Flexural Bracing: KyLy=48.0 in Cb= 1.00 Me=7491 Ft-Lb My=5975 Ft-Lb 0.56 My<Me<2.78 My Mc=5168 Ft-Lb Sc/Sf=0.90 Mmax= 1613 Ft-Lb<= Ma=2734 Ft-Lb (Distortional Buckling Controls) K-phi for Distortional Buckling= 0 lb•in/in Check Deflection Deflection Limit 0180 Load Multiplier for Deflection= 1.00 Maximum Deflection=0.845 in Deflection Ratio= U312 Check Shear Vmax=293 lb(Including Flexural Load Multiplier) Shear capacity not reduced for punchouts near ends of member Va=2091 lb>=Vmax Check Web Crippling Rmax=293 lb(Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length= 1.00 in Ra=575 lb>= Rmax, stiffeners not required r du tna ua II,IOU-vy. ,14.n.icmO- IO F.K2ooa 1 1 F 11 t �4 1 il IIV I 1 .1.01 ;fie! 1 101 ! 1_9_1g 11 t ® 0 1 1I 6 4 nesse 6193 64 NM d4 i c o .•. PPPPii111P11 $/ 111 : He 0 0 i U �tiAl 1 1 !hi ttt A op 1 i ! , , 1 it I. ii 0 li i ) iti 1 , . . , . Il h 11 1 1 g ' 31 A 8 willOgii 114 g li 1 WM OM Wel ginp <€w-1 4A 11 fir 189 oaa$gar9g I owe wc aam i rl$6: 1i i 1lia im l � i r 11111; 911 11 Edit i P i @ 8 i i 111 iil 1 P i gP gL g po51 P� I 1 I i 1 i 1 w A ! iiorrrr ► r r - sT Ea i ir ppig _ iii _i it it11 illi i iiiirupiiitt11 1 1 ; hill kiiillid:O. gill 4 ffl I P I Ph loillillihill 11111 1 ii 1 !gip 11111:111118i1 I 1 i 111 41'11N:101 11 — -- 1 11 o° i ,10335 1 i 1 II Lei III 111 Ili j 1 F Xi 11 ! ii Ili rt t 'r rr rrrrrr rifpe 1 1 1 Ih ill q? It I I II 111111 fi#i I i 1 1 igi iii i i 141 ,,,i ! ill i r I ' 9 8 II g 1 O I' 11111 I 0uTLOTB.IlagGS 11 BCRAI(i 1 i� g MO tvt,--.-.— 1 0 () R S wn I !�; , D 4 i'. r 41 11 g ti) ril •-' _________i ----- ----- 0 . 111 • „� Fl �� — - -, - - --''I''I! ----- O to 3 x ED 1 ® `a" 1 a 1 1: , .,..!,.6 a. Al- / I PP f Y N C/ 1 ' 11 132 1119/111. TOf< D1 A , 1 'cit P4Iiiillgi 1 ' . 4 1 ,_,' illil pel 1 la - 1 _ 111 i I, ..1 i ill win 1 �- 1 1 J r , (—r1 b b b R N I i It 1111 i 1 lama-OUB BUILDINGSBOWE ! a lie 3 MAW MAMA PM Ye RP. May IS.2022-3'22 r.,..omraavw r umma. 1 1 ! 1 0 0 ! i1 II i -- 17--------------f-----_ 0 41 r I C> /(> I liD • i --- - - --- - --- 0 a ----a------- j -44---1-11--i iiii gin i it II di d ---1----------V---1___Viiii pi -----------t------- ------ o 1 1 I is i •a ;J-G1 a* — it 11 ll� O O O CiIi1r"r �3 p�UnOT BUILDINGS 1 �l�Ll® 9 W 1 ® 0 01 ; i i 11 ® iii it 11 11 s pe ;a 1411 1, , " „ 1 .1k, _..1 e 1f :�I 1i8 pe. ..1.;� P ilihi MI ■ II P 11 II WI -1I I 1 lil 1 NI pi PI 0 10 11 1 m P �t R� A ova_ io P` �F� RSfi iM 11 ii il 4 N 1 ,w 0 i'1 ® it =L- 4 z,p (Wioj 4 'l P I iJlllR 0 111 Ii!�1�11Iir:7P linit 1 1 ,..:1m11—.Fm—ll � ' 4 � �l I�EIm_I�I��gl I-, —•— ! 1 " iii %� 3i�y' 0 g Iii__ SII ' � _ ,:'1r_II I 1 �1 11111 I iiiir" L 0i .I5 !11' 1 .., .,. I'--i 11111 0 N g 19 0 • o 111 1 i 1 i r ; ; p 1 ; .fid ® 0 N it _iiI_� P1141 li ® ilii �j1;1 1 iii i 1 Imon 1 I i it 4 • 4 i lir. Iowa P a ra EN mom up11141- PEMIo!i1I MI pp1 NII II� i _�i A ismii ni, p R ;I - I 1 1 . 11 A NI IiiP i $ gg l FT �� PI= W� � y a 2 2i ® li ;i MA O 11 1111 li fig it ti 4; 11 4 4 4 ; i a M. i ._., . -4 _ , Impiri -- [ Nil !eh r 1 1 • El Iowa? t 1 i • imm______. , 11 flU I I ilik 1151 1 11 IV III! OUTLOT BUILDINGS BCRA i0 nnr°nw.n.wrrsora ,.uo.am�on a , I. I >r•.•.w'a.ue ,Glin n_, 3- m_ ', ,waw. rig . ill — li 1110, /WI I 1/Ili 1r---.- iiii; i ill Air Hi1 Ili 1 4 1 liN ;;c ; ; y N r ii �� y , 4 i 1 II F i1 I .• I g, F. . 1 A 44 - �1 I 1 111 g li X111 [m�, I ., 41 �� 4 . 7..... i \I aan,nM • lo a 1 i!0, iTtalr. ii-+,.1. Naijsi /iii I Ibak— g 1 1i ill E! 1W 111g 1 p§ Alg. i 1� c1 i� 'f d'. al ® 9igli0 Ina 0 11 :RP © iiil gll 51 1 al IR �� I ilq i iQ i i . 1111 s H 1;.iiilli 281101 I ll P litill X MN I 1 11 Wil ! 1 1 1 : 1 ' ill 811 gI I owl 4� 1 �� ullllll $1 ! 11111.11r; i it 1 it Iii pi 5 � m�s a I :PE' 1 1 Pa• �: , ,� r 3 „ Iri2 l woolbid t4 al %Ima .: ; ::I ii 5 41 1 .49 $ NN r 15 0 i i. mater_ I I OUTIOTBUILDINGS I � ® 0 e • E