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Specifications
shall activate an audible and visible alarm at a constantly attended location. 606.2, 606.4 & 606.4.1 OMSC Approved Plans: 1 set of approved plans, bearing the City of Tigard approval stamp, shall be maintained on the jobsite. The plans shall be available to the Building Division inspectors throughout all phases of construction. 106.4.2 OSSC Premises Identification: Approved numbers or addresses shall be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respectfully, Brian Blalock, Senior Plans Examiner \NV c dt 06.iff r Form 4a Project Name: Page: SYSTEMS - GENERAL Exceptions 1. Exceptions (Section 1313) Discussion of 0 No HVAC. The building plans do not call for an HVAC system. Skip to Item 12 below. • qualifying exoep- 0 Exception. The building or part of the building qualifies for an exception from HVAC code lions on page 4 -14 requirements. The applicable code exception is Section 1313, Exception . Portions of the building that qualify: See page 4 -14 fora 2. Simple or Complex Systems (Section 1313.2 or 1313.3) discussion of simple Simple System. The planned HVAC system qualifies as a Simple System. If true, complete this vs. complex form (4a) and equipment efficiency worksheets as required. Form 4b is not required. systems. O Complex System. The planned HVAC system is a Complex System. Complete this form (4a), Form 4b and equipment efficiency worksheets as required. Exceptions 3. Economizer Cooling (Section 1313.1.2) Complex systems ❑ No Cooling. The building plans do not call for a new fan system with mechanical cooling. may claim the same lip. Complies: The new fan system has an air economizer capable of modulating outside -air and exceptions allowed retum -air dampers to provide up to 85 percent of the design supply air as outdoor air. for simple systems, plus three excep- 0 Exception — Simple Systems. The new fan system qualifies for an exception. The applicable lions allowed in code exception is Section 1313.1.2, Exception , or Section 1313.2.1. Portions of the Section 1313.1.2. building that qualify: See page 4 -15 for a discussion of these 0 Exception — Complex Systems. The new fan system qualifies for an exception. The applicable exceptions. code exception is Section 1313.1.2, Exception , or 1313.3.1, Exception _ _. Portions of the building that qualify: _ 4. Economizer Cooling — Overpressnrizing (Section 1313.1.2) • 0 No Economizer. The building plans do not call for a new fan system with an economizer. "j Complies. The drawings specifically identify a pressure relief mechanism for each fan system that will exhaust the extra air introduced by the economizer, and the economizer system is D capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the load. n 5. System and Zone Controls (Sec. 1313.1.3.1 & 1313.1.3.2) tit Complies. All new HVAC systems include at least one temperature control device responding to temperatures within the zone. O Exception. The new HVAC system qualifies for an exception from the zone control require - Exceptions ments. The applicable code exception is Section 1313.1.3.2, Exception 1 and 2. Portions of the Discussion of building that qualify: qualifying excep- tions on page 4-16. 6. Control Capabilities (Sec. 1313.1.3.2.1) M Complies. Zone thermostats are capable of being set to the temperatures described in Sec. 1313.1.3.2.1. Where used to control both heating and cooling, zone controls shall be capable of providing a temperature range or deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. O Exception. The building qualifies for an exception to the deadband requirements. The applicable code exception is Section 1313.1.3.2.1, Exception RECEIVED SEP 18 2003 CITY OF TIGARD BUILDING DIVISION (10/00) Forms & Worksheets 4 - Form 4a (cont.) Project Name: Page: SYSTEMS GENERAL 7. Off -hour Controls - HVAC Systems (Section 1313.1.3.3) 1`r Complies. All new HVAC systems are capable of automatic setback or shutdown during periods • of non -use or alternate use of the space served by the system. 0 Exception. Equipment has full Toad heating demands of 2 kW (6,826 Btu/hr) or Tess and is controlled by a readily accessible manual off -hour control. 8. Off - hour Controls — Supply and Exhaust Systems (1313.1.3.3) 0 Complies. Plans require that outdoor air supply and exhaust systems have a means of auto- matic (either motorized or gravity damper) volume shutoff or reduction during periods of non -use or alternate use of the space served by the system. O Exception. The building qualifies for an exception to the requirement for automatic shutoff or reduction. The applicable code exception is Section 1313.1.3.3, Exception 9. Heat Pump Controls (Section 1313.1.3.4) No Heat Pump. The plans/specs do not call for a new heat pump. O Complies. All new heat pumps equipped with supplementary heaters are controlled as required in Section 1313.1.3.4. 10. Equipment Performance (Section 1313.1.4) ❑ No New HVAC Equipment. The building plans do not call for new electrical HVAC equipment, combustion heating equipment or heat -operated cooling equipment. Complies. All new HVAC equipment has efficiencies not less than those required by the code. The following equipment efficiency worksheets are attached: 11. Duct Insulation (Section 1313.2.2 & 1313.3.2) V 0 No Ducts. The building plans and specifications do not call for new HVAC ducts or plenums. 4 Simple System: Complies. The plans and specifications call for a Simple System, and all _. exterior supply /return air - handling ducts and plenums and all outside air ducts are insulated as required by Section 1313.2.2. O Complex System: Complies. The building plans/specs call for a Complex System, and all air - handling ducts and plenums are insulated as required by Sec. 1313.3.2. 12. Piping Insulation (Section 1314) Exceptions A No New Piping. The building plans and specifications do not call for new piping serving a heating or cooling system or part of a circulating service water heating system. q i ying Discussion ❑ Complies. All new i serving a heating or cooling system or part of a circulating excep- P � piping n9 9 9 Y P 9 service sons on page 4-18 water heating system complies with the requirements of the Code, Section 1314.1. ❑ Exception. New piping qualifies for the following exception: Section 1314, Exception _____ . 13. Service Water Heating (Section 1315) No New Water Heating. The building plans and specifications do not call for new water heaters, hot water storage tanks, service hot water distribution systems, swimming pools or spas. Exceptions ❑ Complies. All new water heaters, hot water storage tanks, service hot water distribution sys- Discussion of tems, swimming pools or spas comply with the requirements of the Code. qualifying excep- 0 Exception. The applicable code exception is Section , Exception . Portions of Lions on page 4-18 the building that qualify: 9 q fY: -- -- — - -- . 4 -2 Forms & Worksheets (10/00) Worksheet 4a Project Name: Page: UNITARY AIR CONDITIONER - AIR COOLED i quipment Proposed Cooling Proposed Seasonal or Part • Discussion of Equip. Capacity Steady State Ref. equipment ratings ID Mode! Designation e (EER) Load Efficiency Line and equipment ( Btu /h ) Efficiency y ( ) (SEER or IPLV) definitions on page C R t eel 4-19 ( Z " lil - 1 GTINE- 90 0454 / 0 , 1 / U. 6 _3 C za 1 ef? Riu .- y ii-1-mF_-'12- /) 4 ay ° 10, / // , O 3 C'_ -a✓l i e t -3 ri r � I/, 000 /6, / � 1 � d . 3 Required Indicate source of information Documenta- ARi Unitary Directory, Section AC, page: tion ARI Applied Products Directory, Section ULE, page: • Product data (Attach data furnished by the equipment supplier, i.e., "cut sheets") Highlight or otherwise indicate equipment selected on documentation provided 1 `:ode Cooling Capacity (Btu /h) Minimum Rating Re Required Ref. Q Equipment Type Equal to or Seasonal or Line Efficiencies greater than But less than Steady State Part Load This schedule of 0 65, 000 na 9.7 SEER Single Package 6 equipment efficiencies without a 65,000 135,000 10.3 EER 10.6 IPLV was reformatted from heating section 135,000 240,000 9.7 EER 9.9 IPLV ( the code, Table 13 -G or with electnc 240,000 760,000 9.5 EER 9.7 IPLV resistance heat 760,000 - 9.2 EER 9.4 IPLV 0 65,000 na 10.0 SEER Split System 65, 000 135, 000 10.3 EER 10.6 IPLV without a 9.7EER 9.9 IPLV heating section 135,000 240,000 ( or with electnc 240,000 760,000 9.5 EER 9.71PLV resistance heat 9.2 EER 9.4 IPLV 760,000 - Single Package 0 65,000 na 9.7 SEER with a heating 65,000 135,000 10.1 EER 10.4 IPLV section other 135,000 240,000 9.5 EER 9.7 IPLV ( o R 1 C O N than electric 240,000 760,000 9.3 EER 9.5 IPLV _ resistance heat 760,000 - 9.0 EER 9.2 1PLV 0 65,000 na 10.0 SEER n Split System with a heating 65,000 135,000 10.1 EER 10.4 IPLV section other 135,000 240,000 9.5 EER 9.7 IPLV ( than electric resistance heat 240,000 760,000 9.3 EER 9.5 IPLV �\, 760,000 - 9.OEER 9.2IPLV ? N F. R C; Y Condensing Unit • FORMS Only 135,000 - 10.1 EER 11.2 IPLV ( OCT 2000 - 44 Forms & Worksheets (10/00) °7 L°'! S P. A DESIGN GROUP,LLC 6 .IVr► ' . ' STRUCTURAL CIVIL . e�s STRUCTURAL CALCULATIONS Contract Funishings Mart Mechanical Unit Support Beam Check THESE CALCULATIONS ARE VOID IF SEAL gB II _ e,'� 0ry iSo1 ,, 41 , ....r..-- c, OR_GCN _ 4r. l + !EXPIRES: 06_x0( 64 i AND SIGNATURE ARE NOT ORIGINAL LIMITATIONS ENGINEER WAS RETAINED IN A LIMITED CAPCITY FOR THIS PROJECT. DESIGN IS BASED UPON INFORMATION PROVIDED BY THE CLIENT WHO 18 SOLELY RESPONSIBLE FOR ACCURACY OF SAME. NO RESPONSIBILITY AND /OR LIABILITY IS ASSUMED BY, OR IS TO BE ASSIGNED TO THE ENGINEER FOR ITEMS BEYOND THAT SHOWN ON THESE SHEETS_ Project No. 03 9020 SW Washington Sq. Dr., Suite 350, Tigard, Oregon 97223 - P:503 - 641 - 8311 - F:503 2'd 170917- 929 -EOS 311 6 suaauIL 2u3 UJS e9S =80 E0 81 daS SFA Engineers, LLC Title : Contract Fumishings Mart Job # • 5450 SW 142nd Ave Dsgnr. JAB Date: Beaverton, OR 97005 Description : Mechanical Units Printing & Title Block tab, and ent Scope : Lateral and Veritcal your title block information. LRer. 550100 User MN-0603233. Ver 5.5.0, 25.Sep2001 Multi -Span Timber Beam ( _ :t ware _ :\ e# oraiects \ 2003 aroieds \03.044 contract fu ; , - ..,. ,2001 EryERCALC Engineering Sc Description Roof Beam Check General Information I Douglas Fir, 24F - V8 Fb : Basic Allow 2,400.0 psi Elastic Modulus 1,800.0 ksi Spans Considered Continuous Over Support Fv : Basic Allow 190.0 psi Load Duration Factor 1.150 Calculations are designed to 1997 NDS and 1997 UBC Requirements I Timber Member information Description I Cant. ' Span ft I 10.50 50.00 Timber Section , 6.75x37.5 6.75x37.5 Beam Width in 6.750 6.750 Beam Depth in 37.500 37.500 End Fixity Free • Pin Pin - Pin Le: Unbraced Length ft 20.00 6.00 Member Type Glulam Glulam . Loads eta:• Y. n ,•N s0.+i/K_�.tTf.fE•:M -w -�..G�.sMr'a�..T -••••• a��, Y:, rMa+-.» v++.+., v.. ..J:.u,.'..K:rlt*,a'i7h"t•A•4e, Tf!.'ay.v. Mr<., r. n.-� i.,v. w.w ..f _ .nn.Y C..... - .fin..,.:.»... w+ +..- •.+v ..:vee!mK.+awr . Live Load Used This Span ? Yes Yes Dead Load • #!ft 348.00 348.00 Live Load #!ft 725.00 725.00 Point #1 Dead Load Ibsi 4590.00 • Live Load tbs i 9.780.00 @ X ft l 0.100 Point #2 Dead Load lbs 1,035.00 • Live Load Ibs @ X ft 4.500 Results -•:: YtXMw'i.ITW:•:E ) ,.ve�PECaxr•:•w.:a:, _f.• - .'+U....,+,AS<1awa ..<..- ..a,e..r._....d..�.. ._..._.. r,.wnL .a. Mmax @ Cntr in-kJ 0.0 2,832.9 @ X = ft 0.00 29.00 Max @ Left End in-k 0.0 - 2,590.2 Max @ Right End in -k - 2.590.2 0.0 ib : Actual psi 1,637.2 1,790.7 Fb : Allowable psi 2,146.7 2,162.5 Bending OK Bending OK . Shear @ Left k 0.00 31.14 Shear@ Right k 26.77 22.51 fv : Actual psi 138.6 165.5 Fv Allowable psi 218.5 218.5 Shear OK Shear OK Reactions & Deflection li DL © Left k 0.00 19.56 • LL @ Left k 0.00 38.35 • Total @ Left k 0.00 57.91 DL @ Right k 19.56 7.22 LL @ Right k 38.35 15.29 Total @ Right k 57.91 22.51 Max_ Deflection in l 0.445 -1.749 • @ X = f1 0.00 27.00 I Query Values • --; ., -�.. .... ,.,.�...... „.•.;.. .,.,..�.�.�.::.:�r..T.. ram.. �:.:. �: �:•.._<,. r�....,:.,:., �. �,.: r...��.,.,.•._.•:......��.,:..: Location ftI 0.00 0.00 t�.�:�_T..� ..,- ..a,......_,. �.,.�a:...,.,.R....�. ....._. Moment in -k 0.0 - 2,590.2 Shear k! 0.0 31.1 • Deflection in i 0.4448 0.0000 t b0911- 929 -EOS 311 `suaaut2u3 Ei3S eLS =8O CO 8T daS Sep 18 03 08:57a SFR Engineers, LLC 503-626-4604 P - • • I -- • • ,• • • 5 Iti7 = • d e scf QL,"1-7 • = , IsP8 pdzi - e;a• 1.4) 7 r,:r1 i . -3- 0 1 L-V P C • i 111 G I • -Lir 4 3U .L • • • . .. 48TM004 -028 Product 48HJ004 -017 Data Single- Package Rooftop Units 5., Gas Heating/Electric Cooling Carrier - ASHRAE 90.1 Compliant J, 60 Hz `:< ''1 3 to 25 Nominal Tons �� ` � Confort.S }stcmt Y: RECEIVED Pr SEP 18 2003 t r �. • me �r A E units ;"a- • mee min A E 90.1 ener- -7- '' "• _ c gy efficiency requirements. High - :,,,t,:,: - -- - _ Efficiency (HJ) units well exceed Z ° ASHRAE 90.1 energy efficiency i.;.1. requirements. Gas heating with --- ' . electric c rooftop units offer: .11 - \ I , i I �1 I • Pre - painted galvanized steel . I cabinet for long life and quality <h �,, I, �� I � appearance rt , I — • Commercial strength base rails with ' �� built -in rigging capability _— � - e 1 / • Convertible design for vertical or • "` SIZES 004 - 014 horizontal supply /return (004 -014 . - only) • Non - corrosive, sloped condensate , -- ; drain pan, meets ASHRAE 62 (IAQ) {:' 4 � - � - • Two -inch return -air filters `� A wide assortment of factory- • �� Y ^, installed options available, including '::, high static drives that provide additional performance range :,-- • Factory - installed PremierLinkT •,, \-4 ` : digital communicating controls 11 4 •. Optional gear driven economizer oMi$er oMi$2 with C0 vent no ilation or contr 2 to er 0 vac lit?- f actuator) r SIBS 015 - 025 • Optional gear - driven economizer r (EconoMi$er or EconoMi$er2) with 4 to 20 mA actuator for PremierLink . and 3rd Party EMS controls Nit ,! , _ _ = Heat Options I li 1 ' • Exclusive integrated gas control , li Y, •i ; j � _ board with diagnostics r � i I1 __ • AlumagardTM heat exchanger • _ -jai �j ;, ��� coating �! t � j, �' • Induced -draft fan for gas s �_ i; 1 - combustion / � • Tubular, dimpled heat exchangers `' -1I. SIZE 028 • Natural gas • LP conversion kits `` - - A SHRAE • Low NO (size 004 -006 only) • Optional stainless steel heat C exchangers. Copyright 2002 Carrier Corporation Form 48H,T -3PD Physical data - 48TM008 -014 Ca�-��i D/E/F008 D/E/F009 D/E/F012 1 D/E/014 d' . UNIT S¢E 48TM 8, /, 10 12 'Jz NOMINAL CAPACITY (tons) 7 +/2 • OPERATING WEIGHT (lb) 1050 III p Unit 870 880 1035 1077 C AU 881 896 1057 1100 893 907 1080 0 CuICu • Cu/Cu' Economizer 75 75 75 75 le EconoMi$er2 75 143 143 143 COMPRESSOR 75 RooiCurbt Scroll Scroll No Reciprocating Scroll 2 2 ly 2 2 2 No. )(each Cylinders (per r 2 2 2 2 Circuit) 42 53 50 Oil (oz) (each comm pressssor) R -22 REFRIGERANT TYPE Acutroli° Metering Device Expansion Device I I 9-8 Operating Charge (Ib-oz) 7_10 7 -14 I 1 1 8 -10 Circuit 1 8 -2 8 5 8-8 9-5 Circuit 2 Enhanced Copper Tubes, Aluminum Lanced Fins CONDENSER COIL 2...17 2...17 2...17 I 2...17 To aace Are a (sq ft) 20.50 I 20.50 I 25.00 25.00 Total l Face Are Propeller Type CONDENSER FAN Nominal Cfm 6500 6500 7000 I 7000 2 2..22 2...22 2...22 Motor Inp ry...Diameter(in.) ,/4...1100 I +1,...1100 1/4 '14•••1100 Watts Motor Input (Total) 650 650 650 Ws Enhanced Copper Tubes, Aluminum Double -Wavy Fins, Face Split EVAPORATOR COIL F Are I 3...15 3...15 3...15 4...15 Tows .Fin 8 8.9 I 10.0 I 11.1 I Total Face Area (sq ft) Centrifugal Type EVAPORATOR FAN 1...15x1 1...15x15 1...15x15 1...15x15 Quantity...Size (in.) Alt 1...15 x 15 1...15 x 15 Alt 1...15x15 - 1...15x15 - 1...15 x 15 1...15 x 15 High - Static Belt Belt Belt Belt Belt Type Drive A - Belt • Alt Belt High - Static Belt Belt Belt 5000 Nomm 2900 3000 3200 ul Ctm 2 .40 2.40 2.40 3.70 Maximum Continuous Bhp Alt - 2 5.25 Alt 2 High- Static 3.70 3.70 525 - • 56 56 Motor Frame Size Std - 56 56 Hit lt 56 56 High - Static 56 56 860 -1080 685 -935 Fan Rpm Range Std 590- 840 685 -935 Ili Alt 6 85 -935 - 835 -1085 900 -1260 860-1080 830-1130 High - Static 860 -1080 86Ball Ball Maximum Allowable Rpm Motor Bearing Type Ball Ball 2100 Bali 2100 2100 2100 4.0/5.0 Motor Pulley Pitch Diameter Min/Max (in.) Std 2 .8/3.8 2.4/3.4 2.8/3.8 2.8/3.8 - 3.4/4.4 3.1/4.1 Hit lt 0/5.0 2.8/3.8 High - Static 4.0/5.0 4.0/5.0 s/ �/ Nominal Motor Shaft Diameter (in.) Std 5/8 1e 7/ 7 /8 Alt �/s - High- Static 7/8 7/8 7.0 7.0 8.0 ' / 8 9 7/ Fan Pulley Pitch Diameter (ip.) Std _ 7 5.9 Alt lt 7 . 0 5.8 - High- Static 8 . 0 8.0 1...A...52 1...A...49 1...A...49 1...A...49 Belt QuaMity...Type_.Length (in.) A 1...A...49 1...BX...46 Alt � 1...A...49 - 1...A...55 1...A...55 1... BX...46 - High Static 16.75 -19.25 15.85 -17.50 15.85 -17.50 Std 16.75-1925 15.85 -17.50 15.85 -17.50 Pulley Center Line Distance (in.) Alt 16.75-1925 - 5 -17.50 - High - Static 16.75-1925 16.75-1925 15.8 Speed 50 44 Mov e per Full Turn of Std 50 50 50 Movable P Pule ulley Flange (rpm) Alt 50 - 50 60 60 5 60 5 High - Static 5 Movable Pulley Maximum Full Tums Std 5 5 5 6 From Closed Position Alt 5 6 Std High - Static 5 5 . 5 5 5 5 Factory Setting Alt 5 - 5 5 High -Static 5 5 5 - J Factory Speed Setting (rpm) Std - 685 685 86 6 860 0 Alt 5 90 k 865 887 High - Static 860 860 1 Fan Shaft Diameter at Pulley (in.) 1 1 1 • • • 0 54 - ` • ARI* capacity ratings carrier NET COOLING TOTAL SOUND r UNIT NOMINAL CAPACITY SEER" EER RATING IPLVt O 48TM TONS (Btuh) kW (Be Is) Cl 004 3 4.0 10.0 8.7 8.1 N/A 0 O; 35,000 O 005 4 47,000 5.3 10.0 8.8 8.1 N/A Z . 5 57,000 6.7 10.0 8.5 8.1 N/A GO 007 6 71,000 7.0 - 10.1 8.0 N/A 008 71/2 88,000 8.7 - 10.1 8.2 10.5 009 8 100,000 9.9 - 10.1 82 10.4 012 10 114,000 11.3 - 10.1 8.4 11.0 014 12 136,000 14.3 - • 9.5 8.6 9.7 LEGEND BeIs - Sound Levels (1 bel = 10 decibels) db - Dry Bulb EER - Energy Efficiency Ratio IPLV - Integrated Part -Load Values SEER - Seasonal Energy Efficiency Ratio wb - Wet Bulb 'Air Conditioning and Refrigeration Institute. tThe IPLV applies only to two -stage cooling units. "The SEER values shown for sizes 004, 005, and 006 are for units with the optional belt drive motors; SEER rating for these units with the standard direct drive motor is 9.7. NOTES: 1. Rated in accordance with ARI Standards 210/240, latest revision (for sizes 004 -012) or 360, latest revision (for size 014) and 270, latest revision. 2. ARI ratings are net values, reflecting the effects of circulating fan heat. 3. Ratings are based on: • o. ..'• Q,S t•nJaO ,yd Cooling Standard: 80 F db, 67 F wb indoor entering -air temperature and 95 F db air entering outdoor unit. al IPLV Standard: 80 F db, 67 F wb indoor entering -air temperature and 80 F db outdoor entering -air temperature. • . IP • 50 . • • Carrier HEATING CAPACITIES AND EFFICIENCIES D 208/230 -1-60 - SINGLE STAGE GAS HEAT UNIT INPUT CAPACITY OUTPUT CAPACITY TEMPERATURE MINIMUM HEATING EFFICIENCY - 48TM 1st Stage 2nd Stage 1st Stage 2nd Stage RISE (°F) AIRFLOW (CFM) AFUE ( %) Steady State ( %) • E004 72.000 - 57.000 - 15-45 1180 80 80 F004 115,000 - 89,000 - 55-85 970 80 80 1)00 72,000 - 57.000 - 15-45 1180 80 80 6005 115,000 - 91.000 - 35-65 1300 80 80 F005 150,000 - 118.000 - - 50-80 1370 80 80 0006 72.000 - 57,000 - 15-45 1180 80 80 • 6006 115.000 - 91.000 - 35-65 1300 80 80 F006 150.000 - 118,000 - 50-80 1370 80 80 208/230 -1-60 - SINGLE STAGE GAS HEAT - LOW NOx UNIT INPUT CAPACITY OUTPUT CAPACITY TEMPERATURE MINIMUM HEATING EFFICIENCY 48TM • 1st Stage 2nd Stage 1st Stage 2nd Stage RISE ( ° F) AIRFLOW (CFM) AFUE ( %) Steady State ( %) M004 60,000 - 49.000 - 20 -50 910 80 80 11004 90.000 - 73.000 - 30-60 1130 80 80 - 1.005 60.000 - 49.000 - 20-50 910 80 8 0 - M005 90.000 - 73.000 - 30-60 1130 80 80 - 11005 120,000 - 98.000 - 40-70 1300 80 80 • L006 60.000 - 49,000 - 20-50 910 80 80 M006 90.000 - 73.000 - 30-60 1130 80 80 *4006 120.000 - 98.000 - 40-70 1300 80 80 - 208/230/460 -3-60 - SINGLE STAGE GAS HEAT - LOW NOx UNIT INPUT CAPACITY OUTPUT CAPACITY TEMPERATURE MINIMUM HEATING EFFICIENCY 48T1A 1st Stage 2nd Stage 1st Stage 2nd Stage RISE (°F) AIRFLOW (CFM) AFUE ( %) Steady State ( %) M004 60,000 - 49,000 - 20-50 910 80 80 N004 90.000 - 73.000 - 30-60 1130 80 80 ', 1.005 60.000 - 49.000 - 20-50 910 80 80 # 1*005 90.000 - 73.000 - 30-60 1130 80 80 , 11005 120.000 - 98.000 - 40-70 1300 80 80 .° 1006 60.000 - 49.000 - 20-50 910 80 80 • M006 90.000 - 73.000 - 30-60 1130 80 80 0 N006 120.000 - 98.000 - 40-70 1300 80 80 ■ 208/230/460/575 -3-60 - SINGLE STAGE GAS HEAT UNIT INPUT CAPACITY OUTPUT CAPACITY TEMPERATURE MINIMUM HEATING EFFICIENCY 48TM 1st Stage 2nd Stage 1st Stage 2nd Stage RISE (•F) AIRFLOW (CFM) AFUE ( %) Steady State ( %) ) E004 74.000 - 40.000 59.200 15-45 1220 80 80 D005 74.000 - 40.000 59.200 15 -45 1 80 80 i E005 115.000 - 65.600 92.000 35-65 1320 80 80 ! 0006 74 - 40.000 59.200 15-45 1220 80 80 E006 115.000 - 65.600 92.000 35-65 1320 80 80 • 0007 74.000 - 40.000 59.200 15 -45 1220 80 80 E007 115.000 . - 65.600 92.000 35-65 1320 80 80 0008 125.000 - 72.000 100.000 20-50 1860 80 80 0009 125.000 - 72.000 100,000 20-50 1860 80 80 i 1 208/230/460/575 -3-60 - 2 -STAGE GAS HEAT 1 UNlT EFFICIENCY INPUT CAPACITY OUTPUT CAPACITY TEMPERATURE MINIMUM HEATING 1' 48TM 1st Stage St age 2nd Stage 1st 2nd Stage RISE ( °F) AIRFLOW (CFM) AFUE ( %) Steady State ( %) j F004 82.000 115.000 65.600 92.000 55-85 1010 80 80 I F005 120.000 150.000 96.000 120,000 50-80 1390 80 80 F006 120,000 150.000 96.000 120.000 50-80 1390 80 80 F007 120.000 150.000 96,000 120.000 50-80 1390 80 80 8008 120,000 . "180.000 96.000 144,000 35-65 2060 8 80 I F008 180,000 220,000 144,000 176,000 45-75 2180 80 80 80 E009 720.000 180.000 96.000 144,000 35-65 2060 80 80 F009 180.000 220.000 144.000 176.000 45 -75 2180 80 ■ 0012 120,000 180,000 90,000 144,000 35-65 2060 80 80 1 E012 180.000 220.000 144.000 176,000 35-65 2510 80 80 ) F012 200.000 250.000 160.000 200.000 40 -70 2650 80 80 0014 180.000 220.000 144.000 176.000 35-65 2510 80 80 E014 • 200.000 250.000 160.000 200.000 40 -70 2650 80 80 10. . 51 ;; SF`A•ENGINEERING, LLC wmab: "AIM war ilaw STRUCTURAL CALCULATIONS Contract Funishings Mart Mechanical Unit Support THESE CALCULATIONS ARE VOID IF SEAL VCT 4l. Q, PROP �� GIN E v1"? . 18613PE I I V v OREGON Co • °- 10 17 E. SC" 1 aPIRES: 06/30/ 6 f--J AND SIGNATURE ARE NOT ORIGINAL LIMITATIONS ENGINEER WAS RETAINED IN A LIMITED CAPCITY FOR THIS PROJECT. DESIGN IS BASED UPON INFORMATION PROVIDED BY THE CLIENT WHO IS SOLELY RESPONSIBLE FOR ACCURACY OF SAME. NO RESPONSIBILITY AND /OR LIABILITY IS ASSUMED BY, OR IS TO BE ASSIGNED TO THE ENGINEER FOR ITEMS BEYOND THAT SHOWN ON THESE SHEETS. Project No. 03 5450 SW 142nd Avenue, Beaverton, Oregon 97005 • P:503- 641 -8311 • F:503- 626-4604 •sfaengineersn„attbi.com • (2) 2x4 HEADER W/ MECHANICAL UNIT PLATFORM ANCHORED TO SIMPSON LUS24 -2 ROOF FRAMING WITH 1 / 4 "0 LAG SCREWS 16 OC !I r i! (E) 2x4 ®24 " OC, TYP t i .4 11111ril — l'- -- (E) 6 "x39" GLB 2x8 W/ SIMPSON 1 OR 6 "x37 GLB LUS24_ 11 EACH END, LAMINATE 1 : I TO (E) 2x4 JOIST W / I I ' r 'iI 16d ® 12° OC 1 fI - _L ;I- -- _ 1 r - -- 11.--- - ?' I, (E) TSBx8x' /4 BELOW . -= I ! - -- - - 11 (E) 21/2"x21" GLB { PURUNS 0 8' OC j j j ALIGN SIDE OF MECHANICAL UNIT WITH ii I ; I; (E) PURUN BELOW II ii 4x BLOCKING UNDER MECHANICAL PLATFORM ABOVE, ATTACH W/ SIMPSON A35 EACH SIDE USING 10dx1 NAILS PROJECT NAME PROJECT NO: BY: DATE: CONTRACT FURNISHINGS MART 03-044 JAB 8 -6 -03 • -- SCHUTTE - PITCH & ASSOCIATES, LLC CONTRACT FURNISHINGS MART STRUCTURAL ENGINEERING TYPICAL MECH UNIT SUPPORT DETAIL • ?.- ::;I 1I :.IIII - 5450 SW 142nd Ave: OREGON AIRE Beaverton. OR 97005 ;�ir _ –:= Cell: (503)750-6352/(503)660-9056 S 1 ii■ . ►�■ ax: (503)6 6 -46 4 I OF I /LJ. 1'.J_a SFAengineers@ottbi.com _ 03- 044 _51 -1-deg 06 Aug 2003 — 1:40 pm Preferred Customer I ( J V� (2) 2x4 HEADER W/ MECHANICAL UNIT PLATFORM ANCHORED TO SIMPSON LUS24 -2 ROOF FRAMING WITH 1/4". LAG SCREWS Go 16" OC (E)2x4 ®24 " OC, TIP 1 :.: _ .. _ .... (E) 6` "x39" GLB 2x8 W/ SIMPSON LUS24 ( OR 6 " GLB ; EACH END. LAMINATE - -._ - TO (E) 2x4 JOIST W/ ....._ .. r �........ _.. _�. 16d 12 "0C - 1 j L _ .1 - : ' A (E) 2'/7 "x21" CLB PURLINS I® 8' OC ALIGN SIDE OF MECHANICAL UNIT WITH (E) PURLIN BELOW � ¢ t°"`- - '-.- , DE �'/ 4x BLOCKING UNDER MECHANICAL 4 ,-7 : `, ` . tt. PLATFORM ABOVE, ATTACH W/ SIMPSON T a G f j ' <, - A35 EACH SIDE USING 10dx11/2" NAILS y ''`'; \vG OREGDM11 C. - 1 r 1 C!l 1 EXPIRES: 0E130! 6- PROJECT NAME: PROJECT NO: BY: DATE: CONTRACT FURNISHINGS MART 03-044 JAB 8 • SCHUTTE - FITCH & ASSOCIATES, LLC CONTRACT FURNISHINGS MART STRUCTURAL ENGINEERING TYPICAL MECH UNIT SUPPORT DETAIL .. 0 IIII ! 5450 SW 142nd Ave. OREGON AIRE _ - -` ' -. ` Beaverton, OR 97005 .� : i _ -..... Celt (503)750-53521(503)860- a►� r� ' . .• ►+�� F ax: (5 - ) 4 , nr 1 z •d S06G -C'9 -COS 011 `dno.J9 u2Tsaa HdS dGE =£O CO *a daS CLIENT: Oregon-Aire, Inc. PROJECT: Contract Furnishings Mart PROJECT NUMBER 03-044 • DATE: 8/5/03 BY: SFA Engineers Design Criteria General Building Department City of Tigard Building Code/Year 1997 UBC/1998 OSSC Roof Loads Snow Load. 25 psf Dead Load 12 psf Floor Loads Floor Live Load. 40 Dead Load 15 psf Floor Deflection Limitation 1/240 Total Wind Loads Basic Wind Speed. 80 mph • Exposure Special Wind Ordinances/Notes: None Seismic Loads Seismic Zone 3 Special Seismic Ordinances/Notes: None SFA Design Group r we : wiwau ruu Iaeeuiw,p wwiI 5450 SW 142nd Ave. Dsgnr. JAB Date: 2:08PM, 5 AUG 03 Beaverton OR 97005 � : Mechanical Units Phone: (503) 641 - 8311 Scope : Lateral and Veritcal Fax: (503) 860 -9056 Rev. 550100 User KW- 0603233, Ver 5.5.0, 25- Sep.200 General Timber Beam Page 1 ( c)1983-2001 ENERCALC Engineering Software a \ oroiects \03 -044 contract furnishin Description Double Joist /w Opening General Infonnation Calculations are designed to 1897 NDS and 1997 UBC Requirements Section Name 2x8 Center Span 8.00 ft Lu 0.00 ft Beam Width 1.500 in Left Cantilever ft Lu 0.00 ft Beam Depth 7.250 in Right Cantilever ft Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.1 Bm Wt. Added to Loads Fb Base Allow 1,000.0 psi Load Dur. Factor 1.150 Fv Allow 95.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Repetitive Member Wood Density 35.000 pcf E 1,700.0 ksi Full Length Uniform Loads Center DL 15.00 #/ft LL 25.00 #!ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Trapezoidal Loads #1 DL @ Left 15.00 #/ft LL @ Left 2 5.00 #/ft Start Loc 0.000 ft DL @ Right 15.00 #/ft LL @ Right 25.00 It/ft End Loc 3250 ft Point Loads Dead Load 45.0 Ibs 285.0 Ibs Ibs Ibs Ibs Ibs Ibs Live Load 75.0 Ibs Ibs Ibs Ibs Ibs Ibs Ibs • ...distance 3.250 ft 3.250 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000ft Summary Beam Design OK Span= 8.00ft, Beam Width = 1.500in x Depth = 7.25in, Ends are Pin -Pin Max Stress Ratio 0.710 : 1 Maximum Moment 12 k -ft Maximum Shear * 1.5 0.7 k Allowable 1.7 k - ft Allowable 1.2 k Max Positive Moment 1.23 k -ft at 3.264 ft Shear @ Left 0.51 k Max. Negative Moment 0.00 k -ft at 0.000 ft @ Right 0.36 k Max @ Left Support 0.00 k -ft Camber. @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.147 in Max M allow 1.74 @ Right 0.000 in Reactions... fb 1,126.78 psi fv 64.42 psi Left DL 0.31 k Max 0.51 k Fb 1,587.00 psi Fv 109.25 psi Right DL 0.21 k Max 0.36k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.098 in -0.153 in Deflection 0.000 in 0.000 in ...Location 3.808 ft 3.840 ft ...Lerxltit/Defl 0.0 0.0 Length/Defl 981.8 629.23 Right Cantilever... Camber ( using 1.5' D.L. Deli ) ... Deflection 0.000 in 0.000 in @ Center 0.147 in ...Length/Deft 0.0 0.0 @ Left 0.000 in @ Right 0.000 in • • SFA Design Group t run : %.u runownuya meat YVV +. 5450 SW 142nd Ave. Dsgnr. JAB Date: 2:08PM, 5 AUG 03 Beaverton OR 97005 Description . Mechanical Units Phone: (503) 6414311 Scope : Lateral and vertical Fax: (503) 860 -9056 Rev' 550100 Page 2 User. KW- 0603233, Ver 5.5.0, 25-Sep-2001 General Timber Beam ( c)1983.2001 ENERCALC Engineering Software c. \current nroiects \03.044 contract furnishin Description Double Joist /w Opening Stress Calcs Bending Analysis Ck 31.181 Le 0.000 ft Sxx 13.141 in3 Area 10.875 in2 Cf 1.200 Rb 0.000 CI 0.000 Max Moment Sxx Read Allowable fb @ Center 1.23 k-ft 9 -33 in3 1,587.00 psi @ Left Support 0.00 k -ft 0.00 in3 1,587 -00 psi @ Right Support 0.00 k-ft 0.00 in3 1,587.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 0.70 k 0.51 k Area Required 6.412 in2 4.626 in2 • Fv: Allowable 109.25 psi 109.25 psi Bearing @ Supports Max Left Reaction 0.51 k Bearing Length Req'd 0.549 in Max Right Reaction 0.36 k Bearing Length Req'd 0.386 in • IProject No. Sheet No. ocill Project Date •� Co✓��J � kxfA∎S1 , .. kA-A.I. F •5 .03 Subject B S��5" 'c Cc.�c�.1KEo ri, =AP Rp (tt3 ti p) Hp ‘•^ = B 7 o 11,5 Fr Ind p - 1 03S 11,5. I o\p C o, = 0.3(0 1 • 0. P 31, F= 3 (! I k- Lir 7 �,� W16 Ib� Imo = 1 -1‘1" • Frz= 1- 1 1 17 lbs. ac „ ��- 4ve l /3. 475' -Z /3' 8 11 - ? s = 1310 ,5; — IbOS `- 305,5• = 4 '17 a - 7-/' 5 ' `1,']5 - Z / S 1 0 3 S - 1 : = I S .s1- — I let 5, 5 = 3 coZ . S 3o5,5 -u -, , 87,3 , S V d ew5 C>O IC S oc- fir MZ � -- 1d3.6 �oo� e :5 >^ j r - KO0c: = 3 PS F 5 4 ' 2_ t o-5-( -- t P S• (c r 5C -7 (2 P54 C a "setLA -k- ge , OQ - 3 5 Pc • t_27:— • z = 12. 7 G r,- k S t" 1/4 .e4.1 Cal L ( Q x) p ( 12 {- 1z. 4 x �( l(,'h� (32.5 - (•57 � -��), 333 V = 2- + 2 37,5' 772 11 71 165. = o(H IbS. V -- ;•(.0_ 11°5 • � a - 2 dl - z , z.S" •2� = I73 r 1,t5 • I1,•5 _ 1•151.75r,1 > 17 3 r ley r,n5rcc'ktoin Ao<5 •4” 5 ;9, 4 (y ce),4 uk of dell «� ioH, a .. or•m me iyn aaruup ..- - - 5450 SW 142nd Ave. Dsgnr. JAB Date: 221 PM, 5 AUG 03 Beaverton OR 97005 Description : Mechanical Units Phone: (503) 6414311 Scope : Lateral and Venice! • Fax: (503) 860 -9056 Rer. 550100 Page 1 Use KW-050 Ver 5.5.0, 25•Sep•2001 Ste CoOumn ( 01983.2001 ENERCALC Engineering Software CAcurrent p roiects \03 - 044 contract furnishin Description Typical Interior Column General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section TS8X8X1 /4 Fy 36.00 ksi X -X Sidesway : Restrained Duration Factor 1.330 Y -Y Sideway : Restrained Column Height 23.000 ft Elastic Modulus 29,000.00 ksi End Fbdty Pin -Pin X -X Unbraced 23.000 ft 10oc 1.000 Live & Short Tenn Loads Combined Y Y Unbraced 23.000 ft Kyy 1.000 Loads _ ._ . Load... ... .14 >_ , .I._ .... • • . .. . - .__.Y .,, . . ._ ....,.a,...,.., . Dead Load 19.79 k Ecc. for X -X Axis Moments 0.000 in Live Load 39.06 k Ecc. for Y -Y Axis Moments 0.000 in Short Term Load k Summary Column Design OK Section : TS8X8X1 /4, Height = 23.00ft, Axial Loads: DL = 19.79, LL = 39.06, ST = 0.00k, Ecc. = 0.000in Unbraced Lengths: X -X = 23.00ft, Y -Y = 23.00ft Combined Stress Ratios Dead Live DL + LL DL + ST + (LL if Chosen1 AISC Formula H1 -1 0.1801 0.3556 0.5358 0.4028 1 AISC Formula H1 - 2 0.1207 0.2383 0.3589 0.2699 AISC Fomtula H1 - 3 XX Axis : Fa calc'd per 1.5 -1, K *Ur < Cc YY Axis : Fa calc'd per 1.5 -1, K *Ur < Cc Stresses Allowable & Actual Stresses D Live DL + LL DL + Short Fa : Allowable 14.47 ksi 14.47 ksi 14.47 ksi 19.25 ksi fa : Actual 2.61 ksi 5.15 ksi 7.75 ksi 7.75 ksi Fb:xx : Allow [F3.1] 23.76 ksi 23.76 ksi 23.76 ksi 31.60 ksi fb : xx Actual 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi Fb:yy : Allow [F3.1] 23.76 ksi 23.76 ksi 23.76 ksi 31.60 ksi fb : yy Actual 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi Analysis Values F'ex : DL +LL 19,397 psi Cmx DL+LL 0.60 Cb:x DL +LL 1.75 F'ey : DL +LL 19,397 psi Cm:y DL +LL 0.60 Cb:y DL +LL 1.75 F'ex: DL +LL+ST 25,798 psi Cm:x DL+LL+ST 0.60 Cb:x DL+LL+ST 1.75 Fey : DL +LL+ST 25,798 psi Cmy DL+LL +ST 0.60 Cb:y DL+LL +ST 1.75 Max X -X Axis Deflection 0.000 in at 0.000 ft Max Y -Y Axis Deflection 0.000 in at 0.000 ft Section Properties TS8X8X1 /4 i Depth 8.00 in Weight 25.78 #/ft I -xx 75.10 in4 Width 8.000 in Area 7.59 in2 I-yy 75.10 in4 Thickness 0250 in S-xx 18.775 in3 • S-yy 18.775 in3 r -xx 3.146 in r -yy 3.146 in 1 1 II -.'1--1----J RELOCATE EXIST* lx8 i CU _ 4 4 -is- -,- (f _ _4), z :L FLUOR -4-a EXISTG CL6 4 . . LIGHTING TO , , 4 ,1 _ d L _ I' FL I 1 1 + *1* 4 mos........ - .5' . 00 - . 0 1-10C 1--..e 6; el\LD 0 1 — --I — - — - IIIIII 4 ,_ , 1 _,_ t .......„ _,,,_ , , , 0 RN-! C.Krz I ce. ..LISTrn 0 0 ( 5 8 1 lidollioluoilloillot ) cce),z,4-1... Nol co /E,-,,A0,11,2.eie . . . — Air IINIMEIrnnl , TPF: ), 4"._ lx4..c.7-..0ARK til- L . : 1 g;V c ) , I T:F t- L t t-I .1 . . liamioniginoinilioli .w./ye.:9- 4 4 -.- L — pt Voltri• I .?. 1 4 c F M 1111111 11111111111111111111 y 1 STORAGE 41471-1._ a .5ot.L.no k/), og )11 V 414 0 " - c)" OFFICES u a - 3600 (-PM M-144 1110 11111111g1001111111011 : :1 4 , , , c7IL * t22' AFjc. 64k e)(Ye.en•sii- w/e41 t R - INICIMMINIMI • - 11111111 lin 1 11 .11.111111161111 + 0 ) VO 4 . 4 4 C. kqg rra 1T/YD C: /A . IIIIIIIIII 4 111011151101 - 5 (A ' . Ay, Li c Co ...,•-• v.)/ Re.: 0 4 ao-rfZr ie I I t 4 .0)00 c511. Cit.ot.4 0 i . . - . IIINIVIIPAIII1IMPL4 -1 4) + 4) ® l et), v.g.:,. ik : fil 1 .15/ - I 1110111101111111011101111dgirin: i e., q7 A bS . C5 era') 1 . - 11111111111 111111111111111111H ..., CITY OF TIGARD kpproved.1 fE4161/44c41- (71 . . ii v .30 fr IN 0 5 it 1 • ycoa crni TargLi..... .. . ' ll lllllllllll inommounmiont • . 4)- • - AY • -t*- : Approved ( ): mo ira • INSU 2x4 111111111111111iiiiiiiiiIIIIIIIIIIII M111111111111111111 -or only the wo.12.2described in: - DERMIT NO. H&c 2.o03-oos ter .. .u FIX11.1RES AS SHOWN . • 0111111111110111011110 1 1 1111011101110111011110111101111 4 4 - 4- See Letter t°: FAVierh ( ): . (> • . a . . . 111111171111111111117.1111M1111111131111111fillreMInt Job Address: 1 Av Oa Na Ave, swirl i o - F:a .. -I w ' . • h . IMEU 0111011101111 : 1 11011111111111111110111011110NIIZE1101111 ' 1 C ) "19 3 Y: SILIAP A 4 A1-0 41 c Dte: 1- Zio-0,1 _ : . -- fr 1141111-61129 I..- .....im woliolliolliolioiliumonumISSiailoimioninit : EXI5rG HIGH BAY LIGHTING BELOW NEW W CI - - " .:1 11111111111111111111111111Pilitiiiiiiii111111111111111 • -4)- -4),_ - : _ T 0 RplAIN - RELOCATE (2) - - -. - . . - SIM FIXTURES FROM - - 1 - - -- . - liii31110111101111011110111i)1111011110111P 11011101111101111101111 - I - 77 SHOWROOM AREA TO ' V' IN=LtgliT11,7,5151z • , RJ1111 - rmilmillorutumilmirmo nillwrItent r"Gpe STORAGE TO REPLACE • */ MISSING FIXTURES , N EXTERIOR SOFFIT - 111111111111101WAIIIMME111116111: 11101110111011n101b ' -1111 111.1116.111110.1073SEIMMIT 111:1111111:111111111111 0 1 -1110. 1 .011101111011115,12TERLISMIL !EIRE:=Zirmigi k , + 4) ® PROJ. NI Him tumillainioinfinuill mulliiiimi Ri7E-4.-, 3 /Y af FLE : Tiii__7`,000-1./0 11 101111111101110111111110111011111110 Innirillial i,..1 ' ' DATE : ILIM1911111111111111!')M111111111111111111 110111111111111 4- * c=1--" 4- 11110 011111110111101111101111101111101111D111111011101 SHEET h 11111 111011M1011111111111111111111 ILEL i "P . 4- 4 c= i; ' Exisrn 613 SUSF' 14 5NnLE -TUBE FLUOR 1110 / 011101110111011;11111011101110 BONI! *5" L FIXTURES TO EsE RELOCATED !III 1111111111,111 lull 1 .8.11 ' 2 S / , 0 - I . 0 ) / - I* i'FI CICLAT= r: ‘ / 11 of J I. OFFICE COPY September 24, 2003 CITY OF TIGARD Oregon -Aire OREGON 7715 NE33` Portland, OR 97211 RE: MECHANICAL EQUIPMENT @ CONTRACT FURNISHINGS Mechanical Permit: MEC2003 -00518 Construction Type: VN Tenant Name: Contract Furnishing Occupancy Type: B Address: 14160 SW 72 " Avenue, Suite 110 Occupant Load: NA The plan review was performed under the State of Oregon Mechanical Specialty Code (OMSC) 2002 edition; and the Tualatin Valley Fire & Rescue Ordinance 99 -01 (TVFR99- 01) 1999 edition. The submitted plans are approved subject to the following. 1. Each appliance shall be provided with a shutoff valve separate from the appliance. The shutoff valve shall be located in the same room and within six feet of the appliance served. Access shall be provided to the shutoff valve. C409.5 OMSC • 2. Equipment and appliances regulated by this code requiring electrical connections shall have a positive means of disconnect in accordance with the Electrical Code. 301.7 OMSC 3. Permanent equipment supported by the structure, 400 lbs and over, shall have their attachments designed in accordance with the Building Code. 301.16 OMSC 4. Appliances serving different areas of a building other than where they are installed shall be permanently marked in an approved manner that uniquely identifies the appliance and the area it serves. 304.10 OMSC 5. Appliances shall be accessible for inspection, service, repair or replacement without removal of permanent construction. 306.1 OMSC 6. Manufacturer's installation instructions shall be available on the jobsite at the time of inspection. 304.1 OMSC 7. Condensate from cooling coils or evaporators shall be collected and discharged to an approved plumbing fixture or disposal area. 307.1 OMSC 8. Smoke detectors shall be installed in return air systems with a design capacity greater than 2000 cfm. Upon activation, the smoke detector shall shut down the air distribution system. Smoke detectors shall be connected to a fire alarm system and • 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772