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Plans[Page Too Large for OCR Processing] [Page Too Large for OCR Processing] •7, .. ,44Ec2o i' Z.- a o, ( OGq 5W 144_11 9 /vo( /I5 COMcheck Software Version 3.8.0 Mechanical Compliance Certificate Oregon Energy Efficiency Specialty Code Section 1: Project Information Project Type: Addition Project Title : Sports Clips Construction Site: Owner /Agent: Designer /Contractor: 9009 SW Hall Blvd Tigard, OR 97223 Section 2: General Information Building Location (for weather data): Portland, Oregon Climate Zone: 4c Section 3: Mechanical Systems List Quantity System Type & Description 1 HVAC System 1: Heating: Heating equipment (Other), Gas, Capacity 105 kBtu/h / Cooling: Cooling equipment (Rooftop Package Unit), Capacity 50 kBtu/h, Efficiency: 13.00 SEER, Air -Cooled Condenser / Single Zone Section 4: Requirements Checklist In the following requirements, the relevant code section reference is shown in [ ]. ' +' denotes that more details exist in the specified code section. • Requirements Specific To: HVAC System 1 : 1. [503.2.3 +] Equipment meets minimum efficiency: Rooftop Package Unit: 13.0 SEER 2. [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. Exception: Cooling equipment less than 54,000 Btu/hr total cooling capacity. The total capacity of all such units without economizers shall not exceed 240,000 Btu/hr per building area served by one utility meter or service, or 10 percent of its total installed cooling capacity, whichever is greater. That portion of the equipment serving dwelling units and guest rooms is not included in determining the total capacity of units without economizers. Location In plans/specs where compliance can be identified (enter NA If not applicable) Affro 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. Location In plans/specs where compliance can be Identified (enter NA if not applicable) Generic Requirements: Must be met by all systems to which the requirement is applicable: )i. 1. [503.2.1 +] 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. Exception: Unstaffed equipment shelters or cabinets used solely for personal wireless service facilities. Location In plans/specs where compliance can be Identified (enter NA if not applicable): 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. Project Title: Sports Clips Report date: 03/01/12 Data filename: Untitled.cck Page 1 of 5 • y ❑ Exception: 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. ❑ Exception: 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. Location in plans/specs where compliance can be Identified (enter NA if not applicable)* Ar4. [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. A-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. • Location in plans/specs where compliance can be Identified (enter NA if not applicable): / OA. ❑ 6. [503.2.4.1.1] Heat pump supplementary heat. Heat pumps having supplementary electric resistance heat have controls that, except N during defrost, prevent supplementary heat operation when the heat pump can meet the heating load. Location In plans/specs where compliance can be Identified (enter NA if not applicable) 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 shutoff or reduced to a minimum. ❑ Exception: Thermostats requiring manual change over between heating and cooling modes. Location In plans/specs where compliance can be identified (enter NA If not applicable) .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. • Location In plans/specs where compliance can be Identified (enter NA if not applicable) / i?r [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. ❑ Exception: Zones that will be operated continuously. ❑ Exception: Zones with a full HVAC load demand not exceeding 6,800 Btu/h (2 kW) and having a readily accessible manual shutoff switch. Location In plans/specs where compliance can be identified (enter NA If not applicable): N/(-• ❑ 10. [503.2.4.5 +] Shutoff damper controls. Both outdoor air supply and exhaust are equipped with not less than Class I motorized dampers. ❑ Exception: Gravity dampers shall be permitted for outside air intake or exhaust airflows of 300 cfm or less. Location in plans/specs where compliance can be identified (enter NA if not applicable) ❑ 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. Location In plans/4.66 where compllance be identified (enter NA if not applicable)' ANA. ❑ 12. [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. ❑ Exception: [503.2.4.8 +] Zones requiring only comfort heating or comfort cooling that are served by a system primarily used for process temperature and humidity control. Location In plans/specs where compliance can be Identified (enter NA if not applicable) • /v4.0 13. [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. Location In plans/specs where compliance can be Identified (enter NA if not applicable) f bi,❑ 14. [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. ❑ Exception: Hospitals, process needs, archives, museums, critical equipment, and other non - comfort situations with specific humidity requirements outside this range. Location In plans/specs where compliance can be Identified (enter NA if not applicable): Project Title: Sports Clips Report date: 03/01/12 Data filename: Untitled.cck Page 2 of 5 ❑ 15. [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. ❑ Exception: 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. Location In plans/specs where compliance can be Identified (enter NA if not applicable) V 6. [503.2.5] Ventilation. Ventilation, either natural or mechanical, is provided in accordance with Chapter 4 of the International Mechanical • - Code: Where mechanical ventilatiorris provided, - the system has the capability to the outdoor air supply to the required by Chapter 4 of the International Mechanical Code. Location In plans/specs where compliance can be Identified (enter NA if not applicable) Np,❑ 17. [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. ❑ Exception: Systems with energy recovery complying with Section 503.2.6 ❑ Exception: 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. Location In plans/specs where compliance can be Identified (enter NA If not applicable) f*,❑ 18. [503.2.5.2 +J Kitchen hoods. Kitchen makeup is provided as required by the Oregon Mechanical Specialty Code. ❑ Exception: Where hoods are used to exhaust ventilation air that would otherwise be exhausted by other fan systems. ❑ Exception: Kitchen exhaust systems that include exhaust air energy recovery complying with section 503.2.6. Location In plans/specs where compliance can be Identified (enter NA if not applIcable): mho 19. (503.2.5.3 +J Enclosed parking garage ventilation controls. In Group S -2, enclosed parking garages used for storing or handling automobiles employs automatic carbon monoxide sensing devices. Location In plans/specs where compliance can be Identified (enter NA if not applicable) Ag ❑ 20. [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: Where energy recovery systems are prohibited by the International Mechanical Code. ❑ Exception: Systems serving spaces that are not cooled and are heated to less than 60 °F. ❑ Exception: Where more than 60 percent of the outdoor heating energy is provided from site- recovered or site solar energy. El Exception: Type 1 kitchen exhaust hoods. ❑ Exception: Cooling systems in climates with a 1 -percent cooling design wet -bulb temperature less than 64 °F (18 °C). ❑ Exception: 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. ❑ Exception: Systems exhausting toxic, flammable, paint exhaust, corrosive fumes, or dust. ❑ Exception: Laboratory fume hood systems that include qualifying features. Location In plans/specs where compliance can be Identified (enter NA If not applIcable) 14-21. [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 uncoriditioned 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 International Mechanical Code. ❑ Exception: When located within equipment. ❑ Exception: When the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15 °F (8 °C). 1A-22. [503.2.7.1.1 +1 Low - pressure duct systems. All longitudinal and transverse joints, seams and connections of low- pressure supply and l� 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. ❑ Exception: Continuously welded and locking -type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g. pressure classification. Location In plans/specs where compliance can be Identified (enter NA If not applIcable) Am ❑ 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. Project Title: Sports Clips Report date: 03/01/12 Data filename: Untitled.cck Page 3 of 5 • Location in plans/specs where compliance can be identified (enter NA if not applicable) /V W0 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. Location in plans/specs where compliance can be identified (enter NA if not applicable): Am- 0 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. • 0 Pipe insulation is not required for factory- installed piping within HVAC equipment. 0 Exception: Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 60 °F and 105 °F. 0 Exception: Piping within room fan -coil (with AHRI440 rating) and unit ventilators (with AHRI840 rating). • 0 Exception: 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 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. Location in plans/specs where compliance can be identified (enter NA if not applicable) 0 27. [503.2.9.2] Hydronic system balancing. Individual hydronic heating and cooling coils are equipped with means for balancing and pressure test connections. Location In plans/specs where compliance can be identified (enter NA if not applicable) k (' 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. Location in plans/specs where compliance can be identified (enter NA if not applicable) 141-0 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. Location In plans/specs where compliance can be identified (enter NA If not applicable) uix. 0 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. O Exception: 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. O Exception: Individual exhaust fans with motor nameplate horsepower of 1 hp or less. Location in plans/specs where compliance can be identified (enter NA if not applicable) iu hip 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). O Exception: 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. • Exception: 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. Location In plans/specs where compliance can be identified (enter NA if not applicable) pp_ 0 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. O Exception: 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. Location In plans/specs where compliance can be identified (enter NA if not applicable) Mit 0 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. O Exception: 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. Location in plans/specs where compliance can be identified (enter NA if not applicable)* Project Title: Sports Clips Report date: 03/01/12 Data filename: Untitled.cck Page 4 of 5 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. Location in plans/specs where compliance can be Identified (enter NA if not applicable) Nbi O 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. Location In plans/specs where compliance can be Identified (enter NA if not applicable) Ni,40 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. • Location In plans/specs where compliance can be Identified (enter NA If not applicable) 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 3.8.0 and to comply with the mandatory requirements in the Requirements Checklist. Pe e,i c ).vs �7 0. -r — 2- Name - Title Signature Date • • Project Title: Sports Clips Report date: 03/01/12 Data filename: Untitled.cck Page 5 of 5 � E CONSULTING ' 503.222:4453 MK L 503.248.9263 N G I N E E R S �" vlmk @vlmk.com 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 S www.vlmk.com ' STRUCTURAL CALCULATIONS • for . SPORTS CLIPS HVAC WASHINGTON CIRCLE PLAZA 9009 SW HALL BLVD. BEAVERTON, OR 97223 for NW PRECISION• DESIGN ATTN: DARIN BOUSKA 22605 SW PINEHURST COURT SHERWOOD, OR 97140 r!J,q PRopF IN , � is , , v /OR' ON kP p EX 6- rl -2O 3 Prepared By: Colby Anderson, E.I.T. VLMK Job Number: 20110624 December 21 2011 (Structural Engineering•Civil Engineering•Industrial Engineering• Planning• Studies /Evaluations•Entitlement VI_MK Consulting Engineers, Inc • • P it . Structural Calculations DC -1 • Sports Clips HVAC — Washington Circle Plaza _ Sports Clips HVAC Washington .Circle Plaza 9009 SW Hall Blvd. Beaverton; OR 97223 VLMK JOB NO. 20110624 STRUCTURAL CALCULATIONS FOR PERMIT TABLE OF CONTENTS Design Outline and Criteria • DC - thru DC - Structural Details Si - thru S -6 • Structural Calculations C -1 • thru C -5 Reference Sheets (E.g. Mech. Cut Sheets) REF -1 thru REF -4 FOR REFERENCE ONLY DESCRIPTION OF STRUCTURAL SYSTEM Anew HVAC unit is to be installed in the Sport Clips tenant space of the existing facility in Washington Circle Plaza at 9009 SW Hall Blvd. in Beaverton, OR. This package includes calculations verifying the roof capacity to accommodate the new unit, as well as anchorage provisions for the unit to resist wind and seismic forces. DESIGN CRITERIA . • CODES: 2010 Oregon Structural Specialty Code (Based on the 2009 International Building Code) DESIGN LOADS: Live Loads: Roof Snow Load 25.0 Psf Dead Loads: Roof • Roofing (new and future) 4.0 psf Insulation 1.0 psf Metal Deck 2.2 psf Open -Web Steel Joists 2.3 psf • Wide Flange Girders 2.4 psf Mechanical, Electrical, & Misc. 1.1 psf Total Roof Load 15.0 psf File: G:% Acad2 01 112 01 1 06 2 41Calculations1201 1 062 4 Design Criteria.docx Page 1 Printed: December 20, 2011 C rl • • Structural Calculations DC -2 • Sports Clips HVAC — Washington Circle Plaza • • Additional Loads • Roof Mounted Mechanical Unit — As Noted • Wind: Basic Wind Speed (3- second gust) 95 mph Wind Importance Factor, I I = 1.0 • Occupancy Category II Wind Exposure B • • Internal Pressure Coefficient GC = +/- 0.18 • 'Seismic: Seismic Importance Factor • 1.0 Occupancy Category II • Mapped Spectral Response Accelerations S = 95.1% Si = 34.2% Site Class • • D Spectral Response Coefficients Sds = 71.0% Sdi = 39.1% Seismic Design Category D • Component Anchorage Factors a R I HVAC Equip 2.5 6.0 1.0 • MATERIALS • • • Structural Steel: • • Plates, Shapes • ASTM A36 F = 36 ksi Bolts and Anchors: Structural Bolts • ASTM A325 F 44 ksi • • • • • • • File: G:Wcad2011 \20110624 \Calculatlons\20110624 Design Criteria.docx Page 2 Printed: December 20, 2011 • „L „,. - 10, ,, i_mizrr.737,k1 . ..,...,. ,.. , ' ' -,' `z . „ tea 141, ,7k,r 3 qt „ _ L AREA � T .. d a :loran be edink !t's�k -Urw, WORK ^ wa9Mnpm, Ng, ,PI p 1� .r,� P ; , _. s qua,e Too ' n t k ZE :. SA^� ht` r Yt 9. ) 6 -- 4, e" - ' sw s i n Rd � ``.. 4 VW-. me -o : R i1 t°' C :� . , el IIN A . AERIAL KEY PLAN I , s- NTS ,I 0 U I I a d A - �, • APPROXIMATE ��� �' _ TEN SPACE N 0 //may o AREA OF a, WORK 0 rn I z I +EXISTING BUILDING I I fl _ N Tr N CO O O L . N i 0 0 0 4 6 0 (0 1(5) BUILDING PLAN . 1/64" = 1' -0" CONSULTING SPORT CLIP HVAC 2 P p � 6 ?4 12111 V L M K ENGINEERS 9009 SW HALL BLVD. CGA KMK CHEM 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 BEAVERTON, OR 97223 DRAW ED 503.222.4453 1 vlmk @vImk.com KEY PLAN S -1 1a w 503.248.9263 ww.vlmk.com sar No J O V E 0 0 N w O ° � C7 p • W N v y , (E) OPEN -WEB STEEL JOIST (E) OPEN -WEB STEEL JOIST - rn fraa\l� NEWL3x3x1 /4 `J TYPICAL ® NEW HVAC UNIT TO BEAR ON NEW OR La EXISTING FRAMING X ON ALL SIDES ' - (WEIGHT = 850 #) N (E) OPEN -WEB STEEL JOIST . (E) OPEN- EB STEEL JOIST ® CD O I A ENLARGED FRAMING PLAN S - 1/4° = 1 -0" T CONSULTING SPORT CLIP HVAC 2 1 1 62 4 1 2/ 11 i ■ .` 1�1 11 ' ENGINEERS 9009 SW HALL BLVD. CGA KM OMW OEO® 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 BEAVERTON, OR 97223 1 503.222.4453 vlmk @vlmk.com S-2 503.248.9263 a WWW.vlmk.com ENLARGED FRAMING PLAN SW MO 0 I 5 U E r \ HVAC UNIT AND CURB ! . BY OTHERS 1 1 N HS GIRDER #8 x 3" 3/1612 -24\ N SCREW TYP> 3 16 > • AT 12" 0.C. / • 0 I r - ,__ II J ,+r — - 1 I I Q ‘ . RAMING PER PLAN, . \ ` • �.\ TYPICAL / z • , CONTINUOUS HSS3xREQ'Dx3 /16 BLOCKING, a cc • WITH JOIST SEAT DEPTH `. I . U . . . • a I > . . \ . in j . . l I- �' vi - — . -�� - EXISTING OPEN -WEB STEEL JOIST N BEYOND, TYPICAL • . o EXISTING WIDE FLANGE STEEL GIRDER • ° E. • N HVAC SUPPORT DETAIL • 1" = 1 ' - 0" �� CONSULTING 11p16 SPORT CLIP HVAC 224 12/11 ,-�'I LM K ENGINEERS 9009 SW HALL BLVD. - CGA KM 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 BEAVERTON, OR 97223 o�.w ooh 503.222.4453 @.com S-3 503.248.9263 � vlmk www .vlm vlmk kcom HVAC FRAMING DETAIL a¢t IC • I . o E• Pea 0 HVAC UNIT AND CURB .- BY OTHERS I 'L 1/4x3x3 EACH END N OPE AS REQUIRED o cn I I rn W . \---FRAMING PER PLAN ° WEB REINFORCING ►• ' c� PER Ank ® 3/16V <TYP ce U ;• EXISTING OPEN —WEB STEEL JOIST N CO O • • 1 . HVAC SUPPORT DETAIL S -4 1 - = 1' -0" • • s T�/(u " CONSULTING SPORT CLIP HVAC 2 11624 12 PNOA NM DATE S� ■ y. 1 �1 11 ENGINEERS 9009 SW HALL BLVD. CGA KMK GNAW °ff°XF' BEAVERTON, SW Kelly Avenue • Portland •Oregon 97239 -4393 OR 97223 1 503.222.4453 vImk @vlmk.cora HVAC FRAMING DETAIL S -4 503.248.9263 www .vlmk.com say. No 9 0 U v co to o 1 1 HVAC UNIT AND CURB I BY OTHERS 0 HVAC SUPPORT. FRAMING BEYOND ` o rn 1 r1 r \ r1n 1 r r : J F- w 0 z L2x2x3 /16xREQ'D — WEB REINFORCING IF 4 "OR LESS cc WEB REINFORCING 0 0 NOT REQUIRED > I cNi EXISTING OPEN—WEB/ o S JOIST 3/16D 1 E ACH END 0 N r . 0 HVAC SUPPORT DETAIL 10 .1._0- T rua CONSULTING SPORT CLIP HVAC 211624 1211 + ' • 1 kYI'K ENGINEERS 9009 SW HALL BLVD. • CGA KMK DRAW dEDIED 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 BEAVERTON, OR 97223 503.222.4453 1 vlmktImk.com S- rJ 503.248.9263 www .vlmk.com HVAC FRAMING . DETAIL SHEET NO • I °> UNIT CASING o i U UNIT BASE AND BASE RAIL a SECURE ANCHOR TO UNIT WITH (4) #10 x 1/2" TEK SCREWS M • I SECURE ANCHOR TO CURB I i •'� WITH (4) #10 x 1/2" TEK ■ SCREWS, TYPICAL N . ( ■ ■( . . I ■■i V • i..i c WOOD NAILER o 16 GAUGE STEEL BRACKET mil • ism Of • PER REFERENCE SHEET, (4) • 1:1 TOTAL, (1) EACH CORNER iiil ' rn i■■i • UNIT MOUNTING CURB BY UNIT 3 ON LONG SIDES OF UNIT . mai . lam ' MANUFACTURER (14" HEIGHT) iow Q GALVANIZED SHEET METAL (..( '- COUNTER FLASHING /;;;; W ;01 EXISTING. METAL DECK, REMOVE ° ROOFING BY OTHERS mom UNDER UNIT AS REQUIRED ct IPM 0 a #10 SCREWS AT EACH CORNER OF UNIT I SHIM AS REQUIRED AT to AND AT 12" O.C. EACH SIDE I METAL DECK N SUPPORT FRAMING PER PLAN . N . CO 0 O N 1 HVAC CURB DETAIL S-6 1 " =1' -0" • • ' i ` . CONSULTING SPORT CLIP HV 2P 624 12/11 • ! 1- � ' 1111 1l ENGINEERS 9009 SW HALL BLVD. CGA KMK w « 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 BEAVERTON, OR 97223 • II 503.222.4453 vlmk @ S-6 503.248.9263 www .vlm vlmk.com kcom HVAC CURB DETAIL 9917 NO • 1yt � r r, r, CONSULTING P; 503:222.4453 Job Sport Clip HVAC ; , ` r k. E N G I N E E R S } F^ 503.248.9263 Job No. 20110624 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393E vlmk @vlmk.com IV www.vlmk.com Date 12/21/2011 v2.00 - Software Copyright 2010 VLMK Consulting Engineers. All Rights Reserved. • Sheet No. C - 1 Sport Clip HVAC - Mechanical Unit Anchorage Design ase on t - e 2009 International Building Code and ,4.5 DESIGN INPUT x 1 Seismic Parameters [ASCE 7 -05 Section 13.6] • 3 4 0 — Site Cla8s = f141 `'iii1 (Assumed) CG SDS =1 ;1 % •,: ,,�_.;;, „•,;•,�,,,,,,� = bru °::y,. Design spectral response acceleration "'ca . Y . .;. ? AP E1114:41114 [Table 13.6 -1 ASCE7-05] Ycg RP = l; :i s, &i0;i1? f [Table 13.6 -1 ASCE7 -05] Ip = r�:• 11:.OQ ; ;: j Importance Factor I I a:, r,�,::�..,i<L� . z = 4F ' 3'0'L a !r7 (ft) Attachment height from base of structure h = r G 1 30 ii ^g (ft) A verage roof height of structure from base X • PLAN VIEW Wind Parameters [ASCE 7 -05 Section 6.5.15.1] P = 2;3:05,li�(psf) Design wind pressure (psf) . HVAC Unit Data ( + / -) CG Wp = ;'850 g(lb) Machine Weight • X = • (In) Base Dimension Zc • Y = x,; , , ( Base Dimension Z = y`� °6'ao ?' �,,�, �^ �_,, �(ln) Height of Unit and Curb • Xcg = Itfillbilgti (in) Center of Gravity SIDE VIEW i?! Ycg = g19;0 Center of Gravity Zcg = ;n;;a•0 3(in) Center of Gravity ANALYSIS • Base Shear Seismic 0.4a S W F = RP / IS p (1.+2-j= h 302 lbs. . — 1.6S =966 lbs. OK P P • >_ O.3S ;,W =181 lbs. OK Base Shear, V = 302 V /1.4 = •16 lbs. (ASD) • Wind • Fw = 864. lbs. Controlling Base Shear = 864 lbs. Wind Anchor Shear (Seismic) Anchor dx dx ^2 dy dy ^2 Minimum eccentricity = }IEFR =LLE 1 31 961 19 361 ex = 4.55 ey = 4.2 2 37 1369 19 361 Mx -x = 980.7 My -y = 905.3 3 31 961 25.5 650.25 4 37 1369 25.5 650.25 Y Direction X Direction 4660 2022.5 V1 = 60 • V1 = 62 V2 = 62 V3 = 65 Overturning - Vmax = 216 lbs. Mot = 8621 lb -in. seismic Each Anchor /Corner Mot = 25925 lb -in. wind Mres -x = 15810 lb-in. Mres -y = 9690 lb -in. • • Net Bolt Tension X Direction Y Direction Tmax* = 182 lbs. Tx* .= 74 Ty* = 182 • Each Anchor /Corner *negative ( -) values Indicate there is no net uplift • P IDL, 410 5 11 "T Crcl Cog-0 W.- GkN4 t 12,"0, G, CONSULTING job rrC.4 l4da 1�1 ENGINEERS G 1 N k.1 /i2e,c ,1n,.1 N E E R S Client 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 Job No. 20l101p2ti By 6-'67 P 503.222.4453 503.248.9263 Q Date 1� /.Z l /20 11 sheet No. C.. (.�. - i .... .. .. _� _ ... i _.f:'�:�. i� : -f ..... _.., J �.3SZ'r ��.'. [?L�:e.'- ,r- 'S�i�f..:FJ•T.. _. i,7r':{�"3'rY.al ALP_'/ _ - . wQ ?`._ -`^.5: �, �:1: /1]1�rJ:]� I _ r j I . . _,. I. • , 1 I .J._ - ! _.. T �i r - I - -L I i . I _ ... i . - .._ I a - - - ,._ . ,.._. -- f . ..._...- -- I' ' -- . - :.._ --._.. _ .. _,.._._-_ - - _ - - L 1 - .._. '_ _ _'• ----- !.....:_,1__i_ 1_._I__ 1 ' - q., . �., i-- . I I 1 . I I i i ' I I , 1 I 1 � , I I ..1 II! 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I'.R` ^::. i d.,z1z.' x1rxim2_T'j:P. ny. =�w.i1` - ;•C m... I misCi?.:rJI -•!- -:u 1y.i,; ".14r.v •..!1 a . h 1 C/ —. 1 Printed: 19 DEC 2911, 9:27AM Steel Beam . : • . „ . . .. .. . . . . .. , ... , . ' ' ' • • , . . . ... •• • . . . . . ... ; . . . . . . • . . . . . . . . . - , .. . , • ... .. I ; . . , . : .. • : . : : • • : - : . :1' . • : : - :-. • r : ' .. . . ' ... ■ , ': ..•- ] ..." • ' .:, ,; i • -KR.CALC,ANQ.19.83-2011; Build. .11.12.7, Ver6.11.12.7 : t LIC: Descriptibn : Wide Flange Girder Check M aterial . : • L.Prop,drtie !., i . . :„.. . :;,.:. - Calculations per AISC 360-05, IBC 2009, CBC 2010, ASCE 7-05 Analysis Method : Load Resistance Factor Design Fy : Steel Yield : 36.0 ksi Beam Bracing : Beam bracing is defined as a set spacing over all spans E: Modulus : 29,000.0 ksi Bending Axis : Major Axis Bending Load Combination 2006 IBC & ASCE 7-05 . 1.11;si°4000 First Brace starts at 7.160 ft from Left-Most support Regular spacing of lateral supports on length of beam = 7.160 ft I i I D(0.419102775) • . • 1 • + T ; ' . : :..- ; •,; - ;-; , .-,...: .--.-;2::;,-,-;:.,.,.,--: , , ., ,,,-, sP#vgszao q • • : : i ,-. .';: . ..:.:' Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.0130, S = 0.0250 ksf, Tributary Width = 31.0 ft, (Existing Distributed Loads Point Load : D = 0.850 k R 25.0 ft, (New Mechanical Unit', • : IDESIGN .§11.4440RY L: • :7:: - r ,---17 ': . g i]i.D't:i';iiNG - Maximum Bending Stress Ratio = 1.001: 1 Maximum Shear Stress Ratio = 0.190 :1 Section used for this span W24X76 Section used for this span W24X76 Mu : Applied 540.474 k-ft Vu : Applied 43.174 k Mn *Phi : Allowable 540.000 k-ft Vn * Phi : Allowable 227.15 k Load Combination +1.20D+0.50L+1.60S Load Combination +1.20D+0.50L+1.60S Location of maximum on span 24.998ft Location of maximum on span 49.500 ft 1 Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Maximum Deflection . Max Downward L+Lr+S Deflection 1.733 in Ratio = 342 Max Upward L+Lr+S Deflection 0.000 in Ratio = 0 <240 Max Downward Total Deflection 2.695 in Ratio = 220 Max Upward Total Deflection 0.000 in Ratio = .0 <180 ;I LI ntictoriii Loads Load Combination Span Max. "-° Defl Location in Span Load Combination Max. "+" Defl Location in Span 1 0.0000 0.000 0.0000 0.000 'Vertical ReactiOhs UrifaCtbred • -....• • • . • ' ':' Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 29.576 29.585 D Only 10.395 10.404 S Only 19.181 19.181 - D+S 29.576 29.585 . . • • • - 1:: yr", E N G 5 � T Job . N EE RS S F; 503.248.9263 �oe'T' G..ih }}�J�L Job No. Zo is (o2 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 uE,, vlmk @vlmk• com Date 1Z/ Z-1, 2. 11 ,W, www.vlmk,com v2.00 - Software Copyright 2010 VLMK Consulting Engineers. All Rights Reserved. Sheet No. �. Wind Loads on Rooftop Structures and Equipment Ba on the 2009 International Building Code and ASCE 7-05T6.5.15.1 • TYPICAL SCREEN WALL DH �/ f TYPICAL MECHANICAL UNIT 4 . 0 i0 111 / F H V ' "'Br..:� Exposure Category [Section 6.5.6.3] ks1E:- Wit'- -.'' :• .. 4_. -, : _• Kzt = EgitebOgiali Topographic Factor [Figure 6 -4] rv>• ^•' 1 0534 Importance Factor Table 6 -1 V = Pfaff. h g Basic Wind Speed 3- Second Gust [Figure 6 -1] • B = i „;; ^1001O,Oi:May Horizontal Dimension of Building Measured Normal to the Wind Direction h = P; X30 06ftll;,jl Mean Roof Height of Building (Eave Height if Roof Angle < 10') Dv = rri5k104fti:f Height of Rooftop Structure or Equipment DH = -u55:0 ft yj Width of Rooftop Structure or Equipment H = 35.00 ft Height to Top of Structure or Equipment a = 7.0 3- Second Gust -Speed Power Law Exponent [Table 6 -2] zg = 1200 ft Nominal Height of Atmospheric Boundary . Layer [Table 6 -2] Kz = 0.701 Velocity Pressure Exposure Coefficient [Table 6 -3] Kd = 0.90 • Wind Directionality Factor [Table 6 -4] qZ = 0.00256k [Equation 6-15] qz = 14.6 psf Velocity Pressure [Equation 6 -15] G = 0.85 Gust Effect Factor [Section 6.5.8.1] Cf = 1.3 Force Coefficient [Figure 6 -21] Af = 27.5 sf Area of Structure Normal to the Wind Direction Bh = 3000.0 sf Building Area Normal to the Wind Direction x = 1.9 Force Increase Factor [Section 6.5.15.1] • F = xg [Equation 6 -28 and Section 6.5.15.1] p = 30.5 psf Design Wind Pressure F = 840.1 lb Design Wind Force • • • ,; I G -s1 Project: Sports Clips HVAC — Washington Circle Plaza Designer: CGA Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 45.454 Longitude = - 122.778 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) _ (g) 0.2 0.951 (Ss, Site Class B) • 1.0 0.342 . (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 45.454 Longitude = - 122.778 Spectral Response Accelerations SMs and SM1 SMs =FaxSs and SM1 =FvxS1 Site Class D - Fa = 1.12 ,Fv = 1.717 Period Sa (sec) (g) 0.2 1.065 (SMs, Site Class D) 1.0 0.586 (SM1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 45.454 Longitude = - 122.778 . Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.12 ,Fv = 1.717 Period Sa • (sec) (g) 0.2 0.710 (SDs, Site Class D) 1.0 0.391 (SD1, Site. Class D) • [IF -1I • INSTALLED ACCESSORIES NET WEIGHT DATA ACCESSORY I WEIGHTS • 4 TON UNIT - - - -.. - - - - _ - - • - -- - - - -- -- - I -- —ECONOMIZER---- -- — — — — — 26.0 Ib — • — MOTORIZED OUTSIDE AIR DAMPER I N/A - O O I MANUAL OUTSIDE DAMPER I N/A ' �� I BAROMETRIC RELIEF 7.0 lb OVERSIZED MOTOR WA ��, 03 � `` BELT DRIVE MOTOR N/A 0 4 "' "' / �� � \��� POWER EXHAUST N/A • \ \�IJ�1J� I THROUGHT THE BASE ELECTRICAL (FIOPS) N/A • \�� '/ I UNIT MOUNTED CIRCUIT BREAKER (FIOPS) N/A UNIT MOUNTED DISCONNECT (FIOPS) NIA y I POWERED CONVENIENCE OUTLET (FIOPS) . N/A f/ HINGED DOORS (FIOPS) //e (( O I HAIL GUARD WA • lJ SMOKE DETECTOR, SUPPLY /RETURN N/A CORNER WEIGHT NOVAR CONTROL N/A STAINLESS STEEL HEAT EXCHANGER • 'N/A I ROOF CURB • . . 70.0 lb • .- I I . I BASIC UNIT WEIGHTS CORNER WEIGHTS CENTER OF GRAVITIY SHIPPING NET II O II 175.0 lb II © 101.OIb (E) LENGHT (F) WIDTH 638.0 lb 563.0 lb © 145.OIb OD 142.OIb 31° I 19° • • NOTE: 1. CORNER WEIGHTS ARE GIVEN FOR INFORMATION ONLY. 2. TO ESTIMATE SHIPPING WEIGHT ADD 5 LBS TO NET WEIGHT. ' 3. BASIC UNIT WEIGHT DOES NOT INCLUDE ACCESSORY WEIGHT. TO OBTAIN TOTAL . WEIGHT, ADD ACCESSORY NET WEIGHT TO BASIC UNIT WEIGHT. 4. WEIGHTS FOR OPTIONS NOT LISTED ARE >5 LBS. • ‘ N. (il v t i 4, .., AN ■ • 4a . r W i arm • E ` \e r � i,; ;r' F • RIGGING AND CENTER OF GRAVITY • Page 6 • r ,�.. I P• F - s. T 7.4 . 14 OREGON'HEATING • GRAND CENTRAL BLDG H 3,4,5 TON UNITS CLEARANCE FROM TOP OF UNIT rr - CLEARANCE 36" -. - • - CLEARANCE 48" • 41 iDi \1 , ;yam. YrS • N; %• /y. jam: a S \ RETURN • CLEARANCE 36' • CLEARANCE 37° PACKAGED COOLING CLEARANCE ROOF OPENING 1 I . UNIT OUTLNE I I 37° 44 12' • • . I I I I ao' 68 3/16° DOWNFLOW -ROOF OPENING Page 7 ':' • • • • OREGON HEATING • GRAND CENTRAL BLDG H •• _ . . • . . 3,4,5 TON UNITS. . _ .. _ • • • 1 3/4 • • P • • 14° / • • 65 3/4° • 41 7/16° 2° 2 • • • ACCESSORY - ROOF TOP CURB 61 314° • T2215/16' 149/16 1° 163/4° 1 • 1" • • 197/8° 26 316° • ACCESSORY - ROOF TOP CURB • . .Page 8 • • • • - : ::,. ::,,.�:,- 5k-E Part Number: UIBM rAL_ MIC @ti, FEATURES: ,,,, Irra a:srirm,r= -. �`_�y "�" , "" "` '-' ","`' • Manugactured from 16 ga galvainized steel M -PRC FAC FORM NO. 5689 -1 P DATE: • Package includes four (4) hold -down brackets SUBMITTED TO: thirtytwo (32) #10 x 1/2" tek screws eight per COMPANY: bracket • DRAWN BY: JOB NAME: EQUIPMENT: NOTES: - e11K1 'i9 • 64Fr20.1 -.3 Y10`1•13 x 1"2 FIEV..Wr'4, Ira TE ? 1}5 ecc0 -01 34 oi4T1 JIL 1O -ilat x tfSL•L x 1ic� i 13100 -M2:3 11.0,C1E_L I 1,tO 51,S5H4X.P! 5 L�,f, 1 4_&u.GIC FI LY 1 jl1.I i ,''/ 1,GO • • Boll PpliCaOhnt,M':. AND SCREW-3{1m DAG) HA CM RS Ntiffe0 • - THIS DOCUMENT IS THE PROPERTY OF MICROMETL CORPORATION AND IS DELIVERED UPON THE EXPRESS CONDITION THAT THE CONTENTS WILL NOT BE DISCLOSED OR USED WITHOUT MICROMETUS WRITTEN CONSENT . MICROMETL CORP. - 3035 NORTH SHADELAND AVENUE, SUITE 300 - INDIANAPOLIS, IN 46226 -1- 600 - 662 -4822 — MICROMETL SPARKS - 905 SOUTHERN WAY - SPARKS, NV 89431 -1- 600. 8844662