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Report M-Et z c - O0028 COMcheck Software Version 3.8.0 Mechanical Compliance Certificate Oregon Energy Efficiency Specialty Code Section 1: Project Information Project Type:Addition Project Title :ARGO Construction Site: Owner/Agent: Designer/Contractor: 7228 SW Durham RD Tigard,OR 97224 Section 2: General Information Building Location(for weather data): Tigard,Oregon Climate Zone: 4c Section 3: Mechanical Systems List Quantity System Type&Description 1 HVAC System 1:Heating:Heating equipment(Other),Gas,Capacity 72 kBtu/h/Cooling:Cooling equipment (Rooftop Package Unit),Capacity 45 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. X 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). i\ ❑ 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: w 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. NA C_I 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). tsr 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: ARGO Report date: 01/15/13 Data filename: Untitled.cck Page 1 of 5 ❑ 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). ❑ 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. Location in plans/specs where compliance can be identified(enter NA if not applicable): Li 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. Location in plans/specs where compliance can be identified(enter NA if not applicable): U 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. Exception:Thermostats requiring manual change over between heating and cooling modes. Location in plans/specs where compliance can be identified(enter NA if nol 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). ❑ 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. (_] 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): ❑ 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/specs where compliance can be identified(enter NA if not applicable): LI 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. Li 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): ❑ 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 it not applicable): ❑ 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: ARGO Report date: 01/15/13 Data filename: Untitled.cck Page 2 of 5 0 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): 'i 16. [503.2.5]Ventilation.Ventilation,either natural or mechanical,is provided in accordance with Chapter 4 of the International Mechanical I� 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. Location in plans/specs where compliance can be identified(enter NA if not applicable). /La 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. C] 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): A,p, u 18. [503.2.5.2+]Kitchen hoods. Kitchen makeup is provided as required by the Oregon Mechanical Specialty Code. C] 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): ti 19. [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. Location in plans/specs where compliance can be identified(enter NA if not applicable): ti L] 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. C] Exception:Where energy recovery systems are prohibited by the International Mechanical Code. C] Exception:Systems serving spaces that are not cooled and are heated to less than 60°F. Li Exception:Where more than 60 percent of the outdoor heating energy is provided from site-recovered or site solar energy. C] 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). Li 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. L] Exception:Systems exhausting toxic,flammable,paint exhaust,corrosive fumes,or dust. C] Exception:Laboratory fume hood systems that include qualifying features. Location in plans/specs where compliance can be identified(enter NA if not applicable). 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 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 International Mechanical Code. Li Exception:When located within equipment. Li Exception:When the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15°F (8°C). /122. [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. [] 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): /(,}•1- Li 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: ARGO Report date: 01/15/13 Data filename: Untitled.cck Page 3 of 5 Location in plans/specs where compliance can be identified(enter NA if not applicable): Iv AD 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). AAA ❑ 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. ❑ Exception:Pipe insulation is not required for factory-installed piping within HVAC equipment. ❑ Exception:Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 60°F and 105°F. ❑ Exception:Piping within room fan-coil(with AHRI440 rating)and unit ventilators(with AHRI840 rating). ❑ 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). /-❑ 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): 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). r ❑ 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). Ll f ❑ 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. ❑ 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. ❑ 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). 1L,f] ❑ 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). ❑ 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): ti,A ❑ 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. ❑ 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). q,,71-0 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. ❑ 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: ARGO Report date: 01/15/13 Data filename: Untitied.cck Page 4 of 5 �j j 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)- 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. Location in plans/specs where compliance can be identified(enter NA if not applicable): x., ❑ 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. /ili,-C/'Ce-f/ r'°"1S �( GLGI� - i`,' G — / irj —/ '7 Name-Title Signature `' Date Project Title: ARGO Data filename: Untltled.cdc Report date:01/15/13 Page 5 of 5 - • ' GROUP _ _____ MACKE NZI E 1 1515 SE water Ave 4100 / PO Box 14310 Portland,OR 97293 Tel:503.224.9560 Net:into 4grpmock.com Fox:503.228.1285 • STRUCTURAL CALCULATIONS AND DRAWINGS Tanasbourne Professional Center Good Old Boys LLC Roof Top Mechanical Pads Beaverton, OR PROJECT NUMBER 2040095.02 January 08, 2013 (Revised January 10, 2013) TABLE OF CONTENTS Calculations C 1 - C 1 Supplemental Drawings SD 13 R - SD 14 R ROOF PLAN SD 13 R DETAIL SD 14 R • "t 74 i �`v 7 `,,:4: s. 1Q,:. . : r sc n L•• �ws! vci 7 r ' - X .5 le„ ,-PAp 1-:) 9,4'• % l{, o- 07 /�?' gnn 23 s (III ) J134/" alai Lr<,g- 3-0,4T . .e , 2W- 1.- to' °" yc, r 7 s -r ,2> % z/ ps 4 w s t__tti t" �!3 (4)4)7" iii$ ev --K,k 1.c00,1icoy 1.Z(E 61.- P„A 04 i 'Ru,1,- (Or __1 . Pt.,-- "1 t qi3 eC4 1 kili / 25, `f S-r• d A -. S 1 tt = 3 j iA. I A 2, _ °Of6 ii (u_.) J`�t►efoIt . 6 ;i - !.Y -�- r�,, = - 9 S.�9 "_�s(aribeier PIO i44 (o4-2/(0 . z to Z 4. , 50 l r ^ �- J- * ti , W tt.t r1., t.oAo 14014. c/ 0 0El'cu, 6ct7M/6 '7 -t 'C- fro 7A.L, ' 12( .) -4-11,5PSC (MI Itl.) r 12_8,5 It- •()PA(ne 61f4I2Vl(■ OtAkJi j tA710 - )2t5r- (Io, IV, r}~) 121.51` ZXV,ILAIL 4g0l,F 01, / c4 -AS) 4. Io GROUP Date _P 3- M A C K E N Z I E JobMtf7` 00,a/07.- Portland,Oregon I Seattle,Washington I Vancouver,Washington Sht. CA of I www.groupmackenzie.com 02012 GRouP MACKENZIE. All RIGHTS RESERVED NOTES: • SHORE ROOF DECK UNTIL 28 DAY CONCRETE STRENGTH IS ACHIEVED yyF JOIST PER PLAN 1 A ., . • AT CONCRETE PADS GREATER THAN 7" TOTAL � 2,000 LB MAX WT �n M THICKNESS. UNIT OVER 3,000 PSI NORMAL WT CONCRETE ,' PAD. SHORE ROOF DECK MECH CURB. FASTEN EA. IF CONCR. THICKNESS I CORNER W/ MIN. %"0 EXCEEDS 7". EXPANSION ANCHOR. 9W" MAX THICKNESS — CONC PAD W/ #4 0 1'-0" 0.C. EW T&B 18 GA. CLOSURE. FASTEN I A TO DECK W/ MIN.#8 . SMS ® 1'—On O.C. i d a N J U Z PLAN - d NTS % © uR4 •'" —I \OPTIC'', ' MAX ./;:• G I K t 4, �, FRAMING f.„, V > N''' -.,, 18 MECHANICAL UNIT SUPPORT , : , ;, s83 91" MAX. CONCRETE PAD 1-172"—=--1— 0' ;„ PROJECT: DAZE. ORIGINAL SHEET:l PROFESSIONAL 01,10/2013 ss.3- - ACKENZIE DRAwN er: VIK CHECKED BY SUPPLEMENTAL DRAINING: Portland OR Vancouver WA Seattle WA ' RRB 503.224.9580 380.895.7879 208.749.9993 ORIGINAL SHEET TITLE: S 914 R DETAILS ------- --. ®CROW IIACRCNT$2912 All RIIa,TS RCSER�(D J1)3 N() INEA OKAYING$ARC 110 PROPERTY 9f AQW YA[A1112D,uo ARC 001 10 PC 2040095.02 00(0 Oi REPR00110E0 PP ANY YAMMER.■ITNOUT PRIOR NRI1iCN PCRY15570N ee 4,ezt. (,. I )1 iek ,/4;14;.., • 92�-8" 4°'r- KO'd : \ I, , r"--77-7.-::1-j-in 0 51111.1 R a: „. W16x26 E a `t A ,•• k 0 , " o )111 7 I ��� w C1iI — W16x26 t ' s82O fl II t I I ‘416 I W16x26 i ,K\ \ LMT %T W16x26 At la 1 1 1-- - 0/ i a • . • 0 ____ __I I )0\ (i) Q fk 1 1.31111. Mr /1om I 1 0 Lu -;4_, mi: iii:.• Ira • . •%raw Amin 0-1-a- r 7 j,co 16x26 - D CO ) CI ■ 't , •. • 1 ` • KEYNOTES : _. • T e 5 9. 2,000 LB MAX WT. MECHNICAL UNIT ON NORMAL WT. CONCR PAD, SEE 18/S8.3 FOR PAD AND FRAMING. COORD LOCATION W/MECH I. .1 : _ • G R 0 U P PROJECT: DATE: ORIGINAL SHEET: TANASBOURNE PROFESSIONAL 01/10/2013 S2.2 �-MAGKENZlE CENTER DRAM BY: RRB 17885 NW Evergreen Prkwy CHECKED BY: SUPP EuENTAt DRAWING: Portland OR Vancouver WA Seattle WA • 11-^t 503.224.9580 380.895.7879 208.749.9993 ORIGINAL SHEET TITLE: S D 13 R FRAMING AND mow® r imam(2017 ALL RIGHTS REYRWO ROOF FRAMING PLANS JOB NO TMESE WRRING5 MIE 1K PROPERTY Or GREW TRACON2q MW ARE NOT TO 3E 204095.02 USED OR REPROWQD 04 NO RMMtR.IIIIXDEII PRIOR WITTEN PERWSSGON STRUCTURAL CALCULATIONS FOR ARGO 7228 SW DURHAM RD #800 PORTLAND, OR 97224 -- ROOF MECHANICAL UNIT -- '7.',N;;e OR. 01 ✓O ✓G‘r t5, 141'5 tiN F. NoR°"'� EXPIRES:12/31/14 Contents Details A-B DI -D2 Gravity Calculations GI -G2 Lateral Calculations LI -L2 Contact Person: John E Nordling,PE Enclosures El -E2 NORDLING Proj. No.: 13-017 ARGO STRUCTURAL ROOF MECH JMTT ENGINEERS, LLC , << , PROTEMP ASSOCIATES,INC. 6775 SW 111th,Suite 200•Beaverton OR 97006 Date:JAN 2013 By:JEN Sheet No.:COVER • ••• ---- - ..■ 1 GL-ZYz'P I(AR \ • IC ' ill 2. `3 © /. 1' 0 (.4 14.------:11.GLAY2:(4.444- . 1 . ' A . 6c V..4->.Wig' . 77-1. ';� I .1 Gt.04431111.- •y I - ' �,. • f ( gs 1$- q P't29. .... -, • Nu u,., cs G► 3.% ei. _ 0 I I I . 0.it7.CI. C . . = ►s . . . ... . .. if I . pI ti ,.A •• ® rzo • - , V • � . ... tail)N 1 ev/. _A,4r �7 i kT34 - r+ VlQ J °"' ✓ \ ,. 1 87 Q / riT Ct )6 tit IQ 4),'fit~ TA-44 k = i,r)4, WT,w/ ;c (1140: s� ft ' OR: ON ,. •• k\ ••fe•e• 011•--fiNta-C.14:4441- QC.- 04 . N E. N0RO-.0 . s ' EXPIRES:121 311 14 NORDLING Proj. No.: 13-017 5 . STRUCTURAL '�G° ROOF MECH UNIT ENGINEERS, LLC PROTEMP ASSOCIATES,INC. 6775 SW 111th,Suite 200•Beevertoa OR,97008 Date:JAN 2013 By:JEN Sheet No.: C 4r4k (4) STEEL BRACKETS W/ (4) "10 x 1/2" ��� TEK SCREWS TO CURB s (4) "10 x 1/2' TEK SCREWS TO UNIT BASE RAIL 1 MECHANICAL UNIT UNIT BASE RAIL (4) "10 SCREWS i ---(4) "10 SCREWS STEEL BRACKET 7 "12 WOOD SCREWS 11012" o/c CURE -----_, FLASHING 4 ROOFING BY OTHERS LEVELING CURB CAS REQ'D) T - /i -4. WL631P_SD1�!— \P 'U4Ff-' EACH-END- 4 I --------} ------- - - - ---I !EI GL PURLINJ - -- �- ------ ....E -- i,---(E) GL GIRDER (- --j -NGt ,,EFR /O* V A CDffirk, "REGON • DETAIL 0tiN o¢o,„ F. N EXPIRES:12/31/14 I NORDLING Proj. No.: 13-017 ARGO STRUCTURAL ROOF MECH UNIT 1 ENGINEERS, LLC PROTEMP ASSOCIATES,INC. 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:JAN 2013 By:JEN Sheet No.:D2 . :- U -Cl•ir'l \-)t.evc-1 ....;. ...... 3!..;5. r"i.:. ... . . • .,i40• ,.,.04tY.14'''.1.( • - • zr- 1111 �+-' • . , C��2�2�t c�!tt to :.... ....... ......... 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'a'. . - , - • • • • '0:6 0 i • a ,,i), .-° Tit. . : , Mrs, wT • 16,pi o CO"-': s ..• NGRDLING Proj.No.: 13-017 UP- 5C STRUCTURAL ROOF MECH UNIT ENGINEERS, LLC PROTEMP ASSOCIATES,INC. 5775 SW 111th.Suite 200-Beaverton OR.97008 Date:JAN 2013 By:JEN Sheet No.: Nordling Structural Engineers, LLC 6775 SW 111th #200 Beaverton, OR 97008 Date:01/14113 Page: • MULTI-SPAN TIMBER BEAM DESIGN • ARGO-ROOF SUPPORTED MECHANICAL UNIT A-(TL) B-(EXIST) B-(MECH) B-(COMB) GENERAL DATA -- --- 1 - 3 4 5 All Spans Simple Support?? : YES Spans Length ft : 7.50 24.00 24.00 24.00 End Fixity: Pin:Pin Pin:Pin Pin:Pin Pin:Pin Beam Width in : 3.500 2.500 2.500 2.500 Beam Depth in : 7.25 16.25 16.25 16.25 CALCULATED VALUES -OK- -OK- -OK- -OK- F'b-Modified Allow. psi : 1345.5 2668.6 2668.6 2668.6 fb-Actual. psi : 683.4 2198.8 181.8 2309.2 F'v-Modified Allow. psi : 207.0 218.5 218.5 218.5 1v(actual)' 1.5 psi : 36.2 110.8 15.4 126.2 Moment @ Left k-in : 0.0 0.0 0.0 0.0 Moment @ Right k-in : 0.0 0.0 0.0 0.0 Max.Mom.8 Mid-Span k-in : 21.0 241.9 20.0 254.1 X-Dist ft : 3.75 12.00 4.00 11.68 Shears: Left k : 0.68 3.36 0.42 3.78 Right k : -0.68 -3.36 -0.08 -3.44 Reaction @ Left DL k : 0.15 0.96 0.00 . 0.96 LL k : 0.53 2.40 0.42 2.82 Total k : 0.68 3.36 0.42 3.78 Reaction 8 Right DL k : 0.15 0.96 0.00 0.96 LL k : 0.53 2.40 0.08 2.48 Total k : 0.68 3.36 0.08 3.44 Max.Deft.@ Mid Span in : -0.089 -1.299 -0.076 -1.373 X-Dist ft : 3.75 12.00 10.40 11.84 - -- DESIGN DATA Le:Unsupported Length ft : 0.00 0.00 0.00 0.00 Fv:Basic Allowable psi : 1170.0 2400.0 2400.0 2400.0 Fv:Basic Allowable psi : 180.0 190.0 190.0 190.0 Elastic Modulus ksi : 1600 1800 1800 1800 Load Duration Factor 1.15 1.15 1.15 1.15 APPLIED LOADS Use Live Load on This Span ? Yes Yes Yes Yes Uniform DL plf : 40.0 80.0 0.0 80.0 LL pif : 75.0 200.0 0.0 200.0 Point DL N : LL ry : 500.00 500.00 500.00 X-Dist. ft : 3.75 4.00 4.00 QUERY VALUES Location..... ft : 0.00 0.00 0.00 0.00 Shear N : 0.68 3.36 0.42 3.78 Moment k-in : 0.00 0.00 0.00 0.00 Deflection in : 0.000 0.000 0.000 0.000 62 V4.4B2(c)1983.95 ENERCALC Bruce W.Kenny,KW060914SL-A MUSGS Earthquake Hazards Program 2005 ASCE 7 Standard Location 45°23'56.76"N Ss and SI =Mapped Spectral Acceleration Values 122°44'59.58"W 7228 SW Durham Rd,Portland,OR Ground Motion Ss 0.932 St 0.335 Occupancy Category n Site Coefficients Fa 1.13 Site Class D Fv 1.73 Importance Factor 1.00 Height of Structure 20.0 11 SMS F.* Ss 1.051 SMt Fv* Si 0.580 Design Category(SDC) D Sos (2/3)SMs 0.700 SDI (2/3)SMI 0.386 Mr Side IVAC Eq= 0.278W+0.2 SDS W ap 2.50 RP 6.00 W:Weight of Unit 0.4 ap S Fp=, DS•lp 1+2•h l Wr r l z= 20.0 ft ASD Fp= 0.35 WP->*0.7 0.245 z= 24.0#t FP= 0.40 WP->*0.7 0.278 FP/ON= 0.3 Sos IP WP = 0.210 WP->*0.7 0.147 FP MAX= 1.6 SDS IP WP = 1.12 Wp->*0.7 0.784 I NORDLING Proj. No.: 13-017 ARGO STRUCTURAL ROOF MECH UNIT ENGINEERS, LLC PROTEMP ASSOCIATES,INC. 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:JAN 2013 By:JEN Sheet No.:LI • tkO I EQ 91 Ibs UJ: 650 Ibs Height 33" Weight 650 lbs • Length 74" 4 4414,741,„ rfrol Width 46" Curb 14" VEQ= 0.278*650 lbs+0.2*0.700*6501bs VEQ = 181 lbs+91 lbs 151 Ibs T= 18 1 lbs*(14"+33"/2)/46" +91lbs/2 G: 30 - 0.6*650 lbs/2 =-30 lbs [0 Net Uplift] V= 181 lbs (4) STEEL BRACKETS W/ (4) *10 x 1/2' TEK SCREWS TO ROOF CURB 4 (4) "10 x Iii' TEK SCREWS TO UNIT BASE RAIL -ok- •12 4Dl2' o/c SCREWS FROM CURB TO FRAMING BELOW. -ok- NORDLING Proj.No.: 13-017 ARGO STRUCTURAL ROOF MECH UNIT pF ENGINEERS, LLC PROTEMP ASSOCIATES,INC. 6775 SW 11104 Suite 200•Beaverton OR,970011 Date:JAN 2013 By:JEN Sheet No.:L2 CURBS & WEIGHTS DIMENSIONS - CHASSIS 1 )3.318 1!161 NOTES: 1. OINENSIONS ARE IN INCHES.DINEHSIONS IN I 1 ARE IN MILLIMETERS. —7r 2. s CENTER OF GRAVITY [cecot WOO )xr i6' • 101110441.1 IIOU 3. DIRECTION OF AIR FLOW ,r + (// : � \ +—25.516 10.118 •IMO II1 t,; 16321 12111 1[7616 111 71 _ [014115171 - :fare _ .11411 00161 1 i-311 11471 mloo U 1 IN 6ASCPA!1 11511 CO i 16.118 1 i I II 161312 A11ftt rt 11111 S[E 1616 IN( ! f 76-1(0 11.1(1 (2-1/4 0610(8111- r 1333 I(1511 (3631 1311121 6.111 i 1 __,-_ ____ _- 1511_ 25 •. -•• f-3.11 At t 16351 1651 12.116 "-'g.112 rv! 151511 TOP 1)013 410) inn I (0360151* = II LE[11104 7 COIL •=A D1SCO11[a CONTROL 801 INDOOR BLOWER i I� La.'°' ACCESS PANEL ACCESS • 6 • I { } 11-1,2 11241!I 11 1-5r8 ri � i=1 , 16.3,1 boo •1=Y _• : 00 11)831 LEFT IA-Ill 30.118 12651 17641 8-318 12131 14-3/8 •1–=-1 118881 [srD. FRINT [ONOE004(1 — 01111 _ f ,— FILTER ACCESS PANEL 4 ourS10[ (DISPOSABLE FILTERS) COkP. •I Alt ACCESS LONDENSER 11.11 I I6Ir6 ♦ PANEL LOII 12631 I I 11211 !Ili? ! • 4 — _g21._.�_I 15366 180001 COIL f 61.514 � = I ACCESS PANEL 41681 11111 41323 4 __ 24-)l4 6640t1e1C Wi•a4■ -------1I• 1i61EI 16811 11.111 1111(1 (13)1 FLON AIR Ll AE11(0 BACK • 2-5/5 RIGHT 7611 TYP - THRU THE BASE CHART CURB CONNECTION SAES THESE HOLES REO'D FOR USE *1011 A 13/8' DIA (351 FIELD POWER SUPPLY HOLE CRBTNPWROOIA01, 2601, 3A01. 4401 1/2' ACC. 1/8' (22.2) UNIT J K 8 2' [501 DIA POWER SUPPLY KNOCKOUT 33 3/8 18 5/8 1/2' 24Y 1/8' 122.21 481{ 04 311' 1041,0031 POWERI 1 1/8' 128.41 o 1/8' DIA 1221 TIRO CONTROL WIRING HOLE 1 114. 1402,0041 POWER+ 13/4' 144.4) 48TC•-05 33 3/8 14 7/8 18471 13111 E 314'-T1 11PT CONDENSATE DRAIN 10031 1/2' FTP _ GAS I 1/4' 131.8) 481C 06 33 3/8 14 7/8 • F 1/2'-Il NPT GAS CONNECTION 10041 3/4' FTP GAS 1 5/8' (41.3) (8471 (3111 G 2 112 ' DIA (6/] POWER SUPPLY KNOCK-OUT ' SELECT EITHER 3/4. OR 1 1/4' 481C--07 41 318 14 7/8 FOR POWER, DEPENDING ON WIRE SIZE 110511 13111 (:04187 Fig.1-Dimensions 48TC 04-07 16 e I • CURBS & WEIGHTS DIMENSIONS - CHASSIS 1 (cont.) SID. UNIT CORNER ' CORNER CORNER CORNER C.G. UNIT WEIGHT WEIGHT (Al WEIGHT 181 WEIGHT (C) WEIGHT (DI . LBS. , LBS. KG. LBS. _ KG. LBS. KG. LBS. KG. x Y 2 4810--04 483 219 111 50 125 57 131 59 116 53 39 (9911 23 (5841 16 318 1416) 481C--05 537 244 124 56 139 63 145 66 129 59 39 (9911 23 15841 IT (4321 ' 481C--06 569 258 131 59 141 61 154 70 137- 62 39 (9911 23 15841 11 1/4 (4381 f 48TC--01 652 296 150 68 169 16 176 80 157 71 39 (991) 23 (5841 20 118 15111 COl)7R A COTTER B .F 0 (// �-. �� lirld I El i Ci . . . . Moo 1,. - ooh 1 ou BACK CO).ER C IO) 008185 Fig.2-Dimensions 48TC 04-07 UA31TEr 1 1 , NIPVLiEO MTTN CUABI 1 �S• .` -1, I NAa I • • ' my COMMA FLAWeO I ' ` ' N I .I--t,LD OUPPU(o) 1 / `'^! 1 ( i�R00FexiFPCr I ( Y •I---1 I 44"33733 -CA'T ATR.P o1 1 i 1 i ,I 1 F�.. ) (\iC-.\\;vo-\ROOF.NO FELT I \ "4`` `——I ' \\�� (fEan SUPPl1E01 ( \I `.1 // ■' I \\ I $*4__-', I 0'-3' I I (767 I 1 007457 i 1 I Fig.4-Curb Installation Detail('Typical) f I I I I- , I I I I I 1 Cm) 1 1 1 RETURN AIR 1 1 ;\ OPENING I 2'-7 5/11' I 1 I 18037 I .� 4�5°; ( SIAPLY AIR I 1 I /'-I 7/16' 'J :Po4(tIG I (3417 i1 I 1 I ( i 1 �•'�.,� 1 - � f _ I B : y 0' till 1'-7 13/16- ET'l I/8' O'-0 7/16' ?.�;` (00L7 HEADS) 15011 [3317 E11) i. O'-3 (BOLT 1EA05) // 0'-D 7/16- 3'-0- 0'-0 7/16' 1 Ill) (910 (117 (BOLT HEADS) 001.7)EMS) C07455 008337 Fig.3-Curb Dimensions Fig.5- Service Clearance LOC DIMENSION CONDITION 48'(1219 mm) Unit disconnect Is mounted on panel A 18"(457 mm) No disconnect,convenience outlet option 18'(457 mm) Recommended service clearance 12"(305 mm) Minimum clearance 42"(1067 mm) Surface behind servicer is grounded(e.g.,metal,masonry wall) B 36'(914 mm) Surface behind servicer Is electrically non-conductive(e.g.,wood,fiberglass) . Special Check for sources of flue products within 10-ft of unit fresh air Intake hood C 36"(914 mm) Side condensate drain is used 18'(457 mm) Minimum clearance 48°(1219 mm) No flue discharge accessory Installed,surface is combustible material D 42"(1067 mm) Surface behind servicer is grounded(e.g.,metal,masonry wall,another unit) 36"(914 mm) Surface behind servicer Is electrically non-conductive(e.g.,wood,fiberglass) Special Check for adjacent units or building fresh air intakes within 10-ft of this unit's flue outlet 17