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Report i j s vs sW a)) 8I 1rd U00 M zot9 . 005 3 (07C--13 ' - LEGACY' 14 SEER SINGLE-PACKAGED HEAT PUMP SYSTEM WTTII PURON©(R-410A) REFRIGERANTbran SINGLE AND IIIR1 L PHASE 2-5 NOMINAL TONS(SIZES 24-60) ® C SI • o product Data �..��. down to 40°F(4.4°C)outdoor temperature.Motormaster®II low (������` f��>))— ambient kit is available as a field installed accessory. Innovative Unit Base Design III ifs -3^r Fir= On the inside a high-tech composite material will not rust and f lit;liq' — -r JZ M`4 incorporates a sloped drain pan which improves drainage and helps \1,! ! t �_ Y J� �i inhibit mold,algae and bacterial growth.On the outside metal base � i rr � '__ rails provide added stability as well as easier handling and rigging. 1 Thermostat Controls designed to work as a system with Bryant's ��=` g Y ry small packaged product. Thermostatic Expansion Valve - A hard shutoff, balance port TXV maintains a constant superheat at the evaporator exit(cooling cycle)resulting in higher overall system efficiency. Refrigerant system is designed to provide dependability.Liquid O filter driers are used to promote clean,unrestricted operation.Each �� unit leaves the factory with a full refrigerant charge.Refrigerant t �� ' service connections make checking operating pressures easier. �� High and Low Pressure Switches provide added reliability for the OI O 0 compressor. Indoor and Outdoor coils are computer-designed for optimum A09034 heat transfer and efficiency. The indoor coil is fabricated from Fig.1-Unit 607C--B copper tube and aluminum fins and is located inside the unit for Single-Packaged Products with Energy-Saving Features and protection against damage.The outdoor coil is internally mounted Puron®refrigerant. on the top tier of the unit. • Up to 14.5 SEER Low sound ratings ensure a quiet indoor and outdoor • 8.0 HSPF environment with sound ratings as low as 73dBA. I • 12 EER at 95°F(35°C)OD Easy to service cabinets provide easy 3 panel accessibility to • Factory-Installed TXV serviceable components during maintenance and installation.The • ECM Motor-Standard base with integrated drain pan provides easy ground level FEATURES/BENEFITS installation with mounting pad. A nesting feature ensures a Positive basepan to roof curb seal when the unit is roof mounted.A One-piece Heat Pump unit with optional electric heater, low installation cost,dependable performance and easy maintenance. convenient easy.. wide perimeter flange makes frame mounting on a rooftop Efficient operation High-efficiency design with SEERS Convertible duct configuration (Seasonal Energy Efficiency Ratio)of up to 14.5. Puron is Bryant's unique refrigerant designed to help protect the Unit is designed for use in either downflow or horizontal environment.Puron is an HFC refrigerant which does not contain applications.Each unit is converted from horizontal to downflow chlorine that can harm the ozone layer. Puron refrigerant is in with the two standard duct covers. Downflow operation is easily service in millions of systems, proving highly reliable, provided in the field to allow vertical ductwork connections.The environmentally sound performance. basepan utilizes seals on the bottom openings to ensure a positive seal in the vertical airflow mode. Easy Installation Cabinets are constructed of heavyduty, phosphated,zinc-coated Factory-assembled package is a compact, fully self-contained, prepainted steel capable of withstanding 500 hours in salt spray. heat pump unit that is prewired, pre-piped, and pre-charged for Interior surfaces of the evaporator and electric heater compartments minimum installation expense. These units are available in a are insulated with cleanable semi-rigid insulation board, which variety of standard capacity ranges with voltage options to meet keeps the conditioned air from being affected by the outdoor residential and light commercial requirements. Units are ambient temperature and provides improved indoor air quality. lightweight and install easily on a rooftop or at ground level.The (Conforms to American Society of Heating,Refrigeration and Air high tech composite base eliminates rust problems associated with Conditioning Engineers No.62P.)The sloped drain pan minimizes ground level applications. standing water in the drain.An external drain is provided. Durable, dependable components Compressors are designed Short-Cycling protection for the compressor is incorporated into for high efficiency.Each compressor is hermetically sealed against our defrost control board ensuring a five minute delay (+1-2 contamination to help promote longer life and dependable minutes) before restarting compressor after shutdown for any operation.Each compressor also has vibration isolation to provide reason. 0 quieter operation.All compressors have internal high pressure and overcurrent protection. ECM Motor is standard on all models. Direct-drive, PSC (Permanent Split Capacitor)condenser-fan motors are designed to help reduce energy consumption and provide for cooling operation 1 TABLE OF CONTENTS FEATURESBENEFITS 1 • MODEL NUMBER NOMENCLATURE 2 AHRI CAPACITIES 3 C-1 PHYSICAL DATA 4 OPTIONS AND ACCESSORIES 5 BASE UNIT DIMENSIONS 7-8 ROOF CURB ACCESSORY DIMENSIONS 9 (, SELECTION PROCEDURE 10 PERFORMANCE DATA 11-23 TYPICAL PIPING AND WIRING 24 APPLICATION DATA 25 ELECTRICAL DATA 27-28 TYPICAL WIRING SCHEMATICS 29-34 CONTROLS 35 GUIDE SPECIFICATIONS 36 o MODEL NUMBER NOMENCLATURE 607C N X B 24 000 A a __ I Type of Unit 607C—Single Packaged Heal Pump System Variations • FE—Economizer(3 Phase Only) Electrical Supply TF—Filter Reck N—208/230-1-60 TP—Base unit with tin plated indoor coil hairpins P—208/230-3-60 (Single Phase) E—460-3-60 See Price Page for full list of factory options. Only used it ordering an option Fuel and Controls N/A Minor Series Ma(or Series Brand Name Nominal Cooling Capacity A—Common Unit 24—2.0 Tons 30—2.5 Tons 36—3.0 Tons 42—3.5 Tons ', 48—4.0 Tons Heat Input Size(Btuh) 60—S.OTons N/A ti hilt�.i CERTIFIED. @t 11nE r t�7 c "L us Use of the AHRI Certified i .fit n TM Mark indicates a _ rfii:! manufacturers COMANPLIT: LISTED participation In the program Far verification of certification for Individual products.go to wwwahrkfrectory.org. } A i 2 AHRI* CAPACITIES Yt COOLING CAPACITIES AND EFFICIENCIES C-u UNIT NOMINAL TONS STANDARD CFM COOLING CAPACITY EER SEER 24 2 800 23000 12.0 14.2 30 2.5 1000 28600 12.0 14.2 36 3 1200 35800 12.0 14.5 --_4 42 3.5 1400 40500 12.0 14.5 48 4 1600 46500 12.0 14.5 60 5 1750 57000 12.0 14.5 HEAT PUMP HEATING CAPACITIES AND EFFICIENCIES UNIT HEATING CAPACITY(BTUH)@ COP @ 47°F HEATING CAPACITY(BTUH)@ COP @ 17°F 47°F(8,3°C) (8.3°C) 17°F(-8.3°C) (-8.3°C) HSPF 24 23000 3.5 11400 2.2 8.0 30 29600 3.5 15400 2.1 8.0 36 35800 3.5 19800 2.4 8.0 CO ---> 42 41500 3.4 23000 2.3 8.0 I 48 45500 3.4 26000 2.4 8.0 V 60 59000 3.5 32000 2.4 8.0 ti LEGEND Notes: co dB-Sound Levels(decibels) 1. Ratings are net values,reflecting the effects of circulating fan heat. db-Dry Bulb Ratings are based on: SEER-Seasonal Energy Efficiency Ratio Cooling Standard:80°F(26.7°C) db,67°F(19.4°C)wb indoor entering- wb-Wet Bulb air temperature and 95°F(35°C)db outdoor entering-air temperature. COP-Coefficient of Performance 2. Before purchasing this appliance,read important energy cost and efts- HSPF-Heating Season Performance Factor ciency information available from your retailer. *Air Conditioning,Heating&Refrigeration Institute. **At A conditions-80°F(26.7°C) Indoor db/67°F(19.4°C)indoor wb& 95°F(35°C)outdoor db. t Rated in accordance with U.S.Government DOE Department of Energy) test procedures and/or AHRI Standards 210/240. 314 - 41 3 PHYSICAL DATA C-9 UNIT SIZE 24 30 36 ":42 ' 48 60 NOMINAL CAPACITY(ton) 2 2.5 3 3.5 4 5 SHIPPING WEIGHT,#;(lb)' 354 346 426 472 460 515 (kg)' 161 157 193 214 209 234 COMPRESSOR QUANTITY 1 TYPE SCROLL COMPRESSOR REFRIGERANT R-410A REFRIGERANT QUANTITY(lb) 11.1 10.3 9.9 11.3 12.5 15.2 QUANTITY(kg) 5.0 4.7 4.5 5.1 5.7 6.9 METERING DEVICE ID TXV ORIFICE OD(In.) 0.032(2) 0.037(2) 0.038(2) 0.040(2) 0.040(2) 0.049(2) .., (mm) 0.81(2) 0.94(2) 0.97(2) 1.02(2) 1.02(2) 1.24(2) OUTDOOR COIL ROWS..FINS/In. 2.21 2..21 2.21 2..21 2..21 2,.21 FACE AREA(sq.ft) 13.6 13.6 13.6 17.5 17.5 23.3 OUTDOOR FAN NOMINAL AIRFLOW 2500 2700 3100 3100 3100 3800 DIAMETER(in.) 24 24 26 26 26 26 DIAMETER(mm) 610 610 660 660 660 660 XI I MOTOR HP(RPM) 1/10(810) 1/5(810) 1/5(810) 1/5(810) 1/5(810) 1/4(810)• 1 INDOOR COIL o '; ROWS„FINS/In. 3,.17 3..17 3.,17 3..17 3.,17 3..17 Fs. FACE AREA(sq.ft) 3.7 3.7 4.7 4.7 5.6 5.6 • W INDOOR BLOWER NOMINAL COOLING AIRFLOW(cfm) 800 1000 1200 1400 1600 1750 SIZE(In.) 10x10 10x10 11x10 11x10 11x10 11x10 (mm) 254x254 254x254 279x254 279x254 279x254 279x254 MOTOR(HP) 1/2 1/2 3/4 3/4 1 1 HIGH-PRESSURE SWITCH(psig) CUTOUT 650±15 RESET(AUTO) 420±25 LOSS-OF-CHARGE/LOW-PRESSURE SWITCH LIQUID LINE(psig) CUTOUT 20±5 RESET(AUTO) 45±10 RETURN-AIR FILTERS*t THROWAWAY(in.) 20x20x1 20x24x1 24x30x1 24x36x1 (mm) 508x508x25 508x610x25 610x762x25 610x91425 *Required filter sizes shown are based on the larger of the AHRI(Air Conditioning,Heating and Refrigeration Institute)rated cooling airflow or the heating airflow velocity of 300 ft/minute for throwaway type or 450 ft/minute for high-capacity type.Air filter pressure drop for non-standard filters must not exceed 0.08 IN. W.C. t If using accessory filter rack refer to the filter rack installation instructions for correct filter size and quantity. # For 460 volt units,add 14 lb(6.4 kg)to the weight. A-WEIGHTED SOUND POWER LEVEL(dBA) UNIT Standard Rating(dBA) TYPICAL OCTAVE BAND SPECTRUM(Dda)(without tone adjustment) 125 250 500 1000 2000 4000 8000 24 74 63.5 64.5 69 69.5 65 59.5 50 30 75 63.5 66 71 69.5 66.5 61 54 36 74 64 66 68 68 66.5 60.5 52 42 73 63.5 63.5 66.5 67 64.5 60 52.5 48 74• 68.5 65 67 67.5 65 60.5 53 60 75 68 64.5 68.5 69 65.5 62 58 NOTE:Tested In accordance with AHRI Standard 270-1995(not listed In AHRI). • • 4 • 607C--B C z 0-3 OUT 1I1I13 ELECTRICAL UNIT II. 0011 001607 IX/NN CE81[R Or GRAVITY 141104 CNAIACSI1111IC5 LD IG •A' C 1 ; - ti 1314101 13.4.16 13•15116 601CIB.P 11030 2001270.1,2061170440 Ila 190 44-3/4 1131 20.112 521 11.112 445 17-318 441 1..4 1751,01 []11.51 !354,0) 3•1116 607060856 410.3.60 432 196 44.311 1131 20.1/2 521 N•1fl 445 17.3/8 441 187.31 601[1 N.P17B12 208/270.1,7081230.3.60161 210 /8•)/4 1237 20.112 521 11.112 115 11.310 448 4 i 607[(0842 160•)•60 /i6 216 48.1/4 1216 20.112 527 II.I 11 115 17.316 UB 601[1 N,PI7848 206/730.1,200/230.3.60 452 205 48.3/4 1238 20.112 521 '17.1/2 445 17.318 468 z 2.13116 O RETURN SUPPLE 601[[18/8 410.3.60 466 211 48.3/4 1238 20.1/2 521 11.1!2 445 17.3/8 118 171.41 a 421Cf N.P7x860 208/270.1,708/230.3.60 506 230 54.3/4 1391 20.117 521 11.1/2 445 18 457 COOO 607CET86D 460.3.60 520 236 54.3/4 1391 20.112 521 11.1/2 445 18 457 I. OPTIONAL f9• ,6 OPTIONAL z 'A AIRUAN l 1 SUPPLY 0X11 YOtTFGC COINER MOOS LBIXG •1• RElllTfl®RF'ARAAICES TO COF815iR.E�� 0. 2. 3. 15.15/11 I', OPINING -- =� AIR �'� 601C18.PII8It 7001230 97 42 13 33 111 50 142 64 TOP Or UNIT INCHES(1061 1404.80 1:: /s% � \\ENING .I 607CE1836 460 96 43 15 34 115 52 746 66 DUCT SIO[OF OMIT 16 055.6) 1 0. i%!�` • \ 0'1 60TC(N,PUBR 7081730 103 4T SIO[OPPOSITE DUCTS I 350•D1 �� �i; ,\\ \ n p 81 77 12.1 56 157 ti 14 0(0.061 W 1,. L c� -,U 607[[1842 Ito "3 48 83 38 127 $7 161 73 BOTTOM O7 UNIT 0 914.4 76 120 $5 153 69 CLCCIAJCAI PANEL / ♦�.��`\ i ' 601CU,P7x8Aa 7081210 700 AS 79 36 U14,U I.Ii illint(il��l���Lif.`-.!`t111�1�`1��IIII�Ih1 607[06868 410 003 41O bl 37 IN 56 758 li PEG I�OgaitD CLEARANCES OUTDOOR COIL ', X11 �1`�I����,\ ������1111 ;I 607C(N,P1I860 200/230 112 57 INCHES PRI\\ �/l 607[0x860 1{0 115 51 90 It i 6 176 00 UNIT AN UNITS. NDWCR EVERT SIDE 2(1066.0) �.y�.nQ\\\\\\,s.,....%.-..:-.....-.>,:"., 36 ) UNIT AND UNGROUNDED 00RPACE5,006 R ENTXT 510E 36 1911.07 1•y._,--S- - ...,.?r• �• 6' NOTE: ALL TABLE DATA R[L(YAMT i0A ALL FACTORY INSTALLED OMIT AND BLOCK OR CONCRETE WALLS AMp OTN[R \� .1 OPTIONS EXCEPT(COMMIS GROUNDED SURFACES,POWER EMIT SIO[ /2 11066.81 T• i �/wa ' REO8I CLEARAOCE PoN OH70AT10 4 MD SERVE= n •., I.s. .E1. ip ',Si INCHES(NN1 _ CVO.COIL ACCESS SIDE -- POtER ENTRT 710E 36 1914.01 -,~-----SS S (EXCEPT FOR NEC 0100100810I5I 42(1066.81 ® --- -^ •'" "-� "" a 09(7 TOP 48 01219.21 •UT000A COIL DID[OPP00016 00015 )6 5914.01 DUCT PANEL 12 0301.8). 141MINON OISIAMCCS:lr OMIT IS PLACED LESS TNAN 12 1701,67 IRON TALL 160001 COIL T VFW $1510011166 5TSTCN PEIFORNANC(NAT8E CONPRONISED. 004(800085 IN 13 ARE IN NN 12.15116 * Co 01090.6$ 7 17 150,811 11193.80 11111111111111111 T---- ,............,---..... � -- lufloilimul I111° 11U • [ A[[E571PA1EL 111 _,111111111111111 - . • 1 1.311'14/.51 DIA.N.O. I(' IpNER SUPPLT - L. • [D I . 1 SDPPLI •Lifil RETURN • Is-T/8 • DUCT D4C7 3.11/16 1 f 040),21 OPCMING • C.ENINi !9],71 I' - , Am ! •=•. ._ 306.2]1235.81 ► 6.5/8 4 1 o' If�'-2(... - O a nt776--3(--lao .1-1• q-�. oo) D10.1 OUTLET 12.15/16 31/•019.11 NJ.T •i•-., •LONER •v-•31/16 6 716.122,21 DEEP 1328.61 MRCSS•- PANEL 787.31-` 718.122.21 DIA.0011 161.31 PAMCI I [OX11q•CNSRT 3/11 41•)!11 46.111 4.1)!16-v. J�,� 64.85 11122.11 11225.5) 1122.21 �10J52.tl -I3/f 161�•I1352�)- LEFT 510E VIEW FRONT VIEW RIGHT SIDE VIEW REAR VIEW 50VT500373 FIV a a a RICO Cll ' C , 0 y SP STRUCTURAL NOTES 01.0 GENERAL NOTES 1. These notes set minimum standards for construction.The drawings govern over the Structural Notes to the extent shown. 2. Contractor shall verify all dimensions and conditions on drawings and in field.Coordinate locations of openings through floors,roofs and walls with architectural,mechanical and electrical plans.Notify owner's representative of any discrepancies. 3. Construction means,methods and all necessary temporary support prior to completion of vertical and lateral load systems is the sole responsibility of the contractor. 4. Compliance with all safety and OSHA requirements is the sole responsibility of the contractor. 5. All work shall be in compliance with 2014 edition of the"Oregon Structural Specialty Code"(OSSC)as amended by all other state and local codes,permits,and building department requirements that apply. 6. Where reference is made to ASTM,AISC,ACI or other standards,the Code referenced issue shall apply. 7. Design Criteria: .. Table 1604.5 Risk Category II Roofs Dead load 15 psf Live load(snow) 25 psf per 1608.1 Wind Ultimate wind speed 120 mph,3-sec gust Wind exposure B, N-S; B, E-W Seismic Mapped spectral response,Ss and S1 0.988 and 0.411 Site class D Seismic importance factor,IE 1.00 Spectral response coeff.,S05 and SDI 0.722 and 0.445 Seismic design category D 8. Mechanical equipment,mechanical and sprinkler piping larger than 2 inch diameter or other items producing a hanger load over 50 lbs.shall be hung by a system approved by the owner's representative.Any hanger producing a load over 200 lbs.shall have additional framing installed to transfer these loads to the main structural beams or walls unless otherwise approved. 9. Brace all mechanical and electrical equipment,piping,etc.to the top of structural members to resist lateral forces as specified in Section 13.6 of the current edition of ASCE 7 using a system approved by the mechanical or electrical engineer respectively. 10. Details shown on the drawings are intended to apply at all similar conditions and locations. 11. Do not scale information from drawings. • 06.0 WOOD FRAMING 1. All lumber species and grade to be as follows: Bucks,blocking,bridging and misc. DF#3 or better Exterior,above ground construction exposed to weather Hem Fir#1 AWPA UC3B 2. Framing anchors,joist hangers,post caps,etc.,shall be by'Simpson Strong-Tie'. Install per manufacturer's recommendations for tabulated maximum capacities with fasteners installed in all holes.Framing anchors attaching to pressure treated lumber shall be Z Max coated or hot * dipped galvanized and attached with hot dipped galvanized(2.0 oz per square foot)or stainless steel nails or screws. Framing anchors installed at exterior locations exposed to weather are to be stainless steel with stainless steel fasteners. 3. Do not recess bolt heads or nuts unless shown on drawings. 4. Nails,bolts or lags in pressure treated lumber shall be hot dipped galvanized or stainless steel. 5. Lag bolts shall be installed in lead holes as follows: a. The lead hole for the shank shall have the same diameter as the shank and the same depth as the length of the unthreaded shank, b. The lead hole for the threaded portion shall have a diameter equal to 70 percent of the shank diameter and a length equal to at least the length of the threaded portion. c. The threaded portion or the screw shall be inserted in its lead hole by turning with a wrench,not by driving with a hammer. Soap or other lubricants may be used on the screws or in the lead hole to facilitate insertion and prevent damage to the screw. <c:0.1 PROFFsnp NE�vza ,P5,• 5'E Job Name: HALL BUILDING MU Date: JULY 2019 Job No.: 19156 Drawn: MS •-4 0 Client: PAULSON Sheet:<n Go9 SN_1 T A • `14P Structural •Civil Engineers RENEWS: 06-30-2020 6443 SW Beaverton-Hillsdale Hwy,suite 210 Portland,OR 97221 ph:503.203.8111 fx:503.203.8122 www.wdyi.com ©2019 w°Y.INC. /NEW MECH. UNIT=600# PROVIDE MANUF. SEISMIC CLIP EACH CORNER, MIN. 16ga UNIT TO (N) CURB W/ #10 TEK SCREWS ((4)CURB/(4) UNIT FRAME) MECH. CURB BY OTHERS MIN. CONNECTION TO SUPPORTS BELOW WITH GALVANIZED#12 TEK/WOOD SCREWS AT 12"O.C. TYP. EACH SIDE • (FIELD VERIFY) PROVIDE MIN P.T. HEM FIR.4x6 WOOD SLEEPER SUPPORT FRAMING (RIP TO FIT SLOPE). PROVIDE (1)A34 EACH INSIDE CORNER. z o MIN THICKNESS 3"TO 5 1/2" m MAX, FIELD VERIFY. M w •iI � Ar (E)TJI JOIST FILL(E) GAP ABOVE WALL • WITH SOLID WOOD SHIM 4x6 W/SIMPSON U44 EACH END FASTENED AT 12"O.C. TYP BELOW WITH SD SCREW ALL HOLES, ALIGN WITH UNIT SLEEPER ABOVE. " (E) INTERIOR WALL • (4) 0.28" DIA SIMPSON SDWH STAINLESS STEEL SCREWS, (1) EACH CORNER TYPICAL. WITH MIN. 3" EMBED INTO SUPPORT MEMBER BELOW. • COUNTER SINK HEADS AS REQUIRED. 2x8 BLOCKING EACH SIDE OF TJI WITH (4) 1/4" DIA x 3"SDS SCREWS THRU WEB TO OPPOSITE BLOCK DETAIL: MECHANICAL UNIT ANCHOR AND SUPPORT IPRO, t, SCALE: 1"= 1'-0" + �546� PE4 Job Name: HALL BUILDING MU Date: JULY 2019 , /'!0 _ Job No.: 19156 Drawn: MS � ✓GClient: PAULSON Sheet: y 9.0°N SK-1 FlWDYStructural •Civil Engineers g eers RENEWS: 06-30-2020 6443 SW Beaverton-Hillsdale Hwy,suite 210 Portland,OR 97221 ph:503.203.8111 fx:503.203.8122 www.wdyi.com 02019 w°y,INC. r ill P� Evergreen Gas Heating&Cooling Estimate 4505687 16385 SW Langer Drive Job 4481602 Sherwood,OR 97140 Estimate Date 7/12/2019 (503)407-9542 Customer PO Billing Address Job Address Grand Avenue Properties Grand Avenue Prop//Hall PO BOX 23429 Blvd Building Portland,OR 97281 USA 11565 Southwest Hall Boulevard Estimate Details Tigard,OR 97223 USA Rooftop replacement estimate(Heat Pump) Task# Description Quantity Your Price Your Total Install Bryant Legacy Package Unit 3.5-Ton: 1.00 $13,275.00 $13,275.00 Install a Bryant Legacy 14-SEER Single-Stage Packaged Heat Pump m/n 607CNXC42000 -Install new Back-up 15KW Heat Strips m/n CPHEATER066A02 -Install new Manual OSA air damper m/n CPMANDPR007A00. -New Custom Curb Adapter. -New Honeywell 8000 Programmable Touchscreen Commercial Thermostat ELECTRICAL *New unit will need a dedicated 208 or 240-volt/110-amp/single-phase circuit. Will also need a new electrical service disconnect. (Not included) Installation&Crane: Crane to remove the old rooftop unit&pick the new unit&drop into position. We will haul away all existing equipment&recycle to scrap metal. • Reclaim the R-22 refrigerant&recycle per EPA requirements. • Install a new custom curb adapter • Install a UV-protected P-trap serviceable drain. • Test fire the Heating&Cooling system&make appropriate adjustments to complete the installation. Customer Customer Discount: 1.00 $-500.00 $-500.00 Discount Discount for going with older version unit • Permit Commercial Permit: 1.00 $600.00 $600.00 *EXCLUSIONS/CLARIFICATIONS/ASSUMPTIONS -Excludes performance of any existing duct-work. -Excludes overtime and shift work. -Excludes cutting,patching,roofing,and painting. -Excludes any additional changes required per the City of Tigard. -Excludes structural modifications to accommodate new equipment. -Excludes any allowance for unforeseen conditions. -Excludes new electrical wiring,disconnects,fuses,starters,etc.(other than noted above) -Excludes any electrical upgrades required by the City of Tigard. -Excludes humidity control,makeup air,or fresh air system. -Excludes hazardous material abatement. -Excludes removal/relocation of existing building components as necessary for the new install. **Structural Engineering Cost if needed will be added to the total cost of the project. ***Price Subject to change until final walk and full scope of work is confirmed. Sub-Total $13,375.00 Tax $0.00 Total $13,375.00 607C--B LEGACY' 14 SEER SINGLE-PACKAGED HEAT PUMP SYSTEM WITH iL.11 a n t PURON® (R-410A)REFRIGERANT SINGLE AND THREE PHASE 2-5 NOMINAL TONS(SIZES 24-60) Product Data down to 40°F(4.4°C)outdoor temperature.Motormaster® II low • - ambient kit is available as a field installed accessory. • Innovative Unit Base Design _ -_ _ On the inside a high-tech composite material will not rust and incorporates a sloped drain pan which improves drainage and helps S�@d C :oo��000 inhibit mold,algae and bacterial growth.On the outside metal base rails provide added stability as well as easier handling and rigging. Thermostat Controls designed to work as a system with Bryant's small packaged product. Thermostatic Expansion Valve - A hard shutoff, balance port TXV maintains a constant superheat at the evaporator exit(cooling ° cycle)resulting in higher overall system efficiency. Refrigerant system is designed to provide dependability. Liquid \ ° p filter driers are used to promote clean,unrestricted operation.Each / unit leaves the factory with a full refrigerant charge. Refrigerant service connections make checking operating pressures easier. High and Low Pressure Switches provide added reliability for the O O compressor. Indoor and Outdoor coils are computer-designed for optimum A09034 heat transfer and efficiency. The indoor coil is fabricated from Fig.1- Unit 607C--B copper tube and aluminum fins and is located inside the unit for Single-Packaged Products with Energy-Saving Features and protection against damage.The outdoor coil is internally mounted Puron®refrigerant. on the top tier of the unit. • Up to 14.5 SEER Low sound ratings ensure a quiet indoor and outdoor • 8.0 HSPF environment with sound ratings as low as 73dBA. • 12 EER at 95°F(35°C)OD Easy to service cabinets provide easy 3 panel accessibility to • Factory-Installed TXV serviceable components during maintenance and installation. The • ECM Motor-Standard base with integrated drain pan provides easy ground level FEATURES/BENEFITS installation with mounting pad. A nesting feature ensures a positive basepan to roof curb seal when the unit is roof mounted.A One-piece Heat Pump unit with optional electric heater, low installation cost,dependable performance and easy maintenance. convenient 3/4-in. wide perimeter flange makes frame mounting on a rooftop easy. Efficient operation High-efficiency design with SEERS (Seasonal Energy Efficiency Ratio)of up to 14.5. Convertible duct configuration Puron is Bryant's unique refrigerant designed to help protect the Unit is designed for use in either downflow or horizontal environment.Puron is an HFC refrigerant which does not contain applications.Each unit is converted from horizontal to downflow chlorine that can harm the ozone layer. Puron refrigerant is in with the two standard duct covers. Downflow operation is easily provided in the field to allow vertical ductwork connections.The service in millions of systems, proving highly reliable, basepan utilizes seals on the bottom openings to ensure a positive environmentally sound performance. seal in the vertical airflow mode. Easy Installation Cabinets are constructed of heavyduty, phosphated, zinc-coated Factory-assembled package is a compact, fully self-contained, prepainted steel capable of withstanding 500 hours in salt spray. heat pump unit that is prewired, pre-piped, and pre-charged for Interior surfaces of the evaporator and electric heater compartments minimum installation expense. These units are available in a are insulated with cleanable semi-rigid insulation board, which variety of standard capacity ranges with voltage options to meet keeps the conditioned air from being affected by the outdoor residential and light commercial requirements. Units are ambient temperature and provides improved indoor air quality. lightweight and install easily on a rooftop or at ground level.The (Conforms to American Society of Heating,Refrigeration and Air high tech composite base eliminates rust problems associated with Conditioning Engineers No.62P.)The sloped drain pan minimizes ground level applications. standing water in the drain.An external drain is provided. Durable, dependable components Compressors are designed Short-Cycling protection for the compressor is incorporated into for high efficiency.Each compressor is hermetically sealed against our defrost control board ensuring a five minute delay (+/-2 contamination to help promote longer life and dependable minutes) before restarting compressor after shutdown for any operation.Each compressor also has vibration isolation to provide reason. quieter operation.All compressors have internal high pressure and overcurrent protection. ECM Motor is standard on all models. Direct-drive, PSC (Permanent Split Capacitor)condenser-fan motors are designed to help reduce energy consumption and provide for cooling operation 1 TABLE OF CONTENTS FEATURESBENEFITS 1 MODEL NUMBER NOMENCLATURE 2 AHRI CAPACITIES 3 PHYSICAL DATA 4 OPTIONS AND ACCESSORIES 5 BASE UNIT DIMENSIONS 7-8 ROOF CURB ACCESSORY DIMENSIONS 9 SELECTION PROCEDURE 10 PERFORMANCE DATA 11-23 TYPICAL PIPING AND WIRING 24 APPLICATION DATA 25 ELECTRICAL DATA 27-28 TYPICAL WIRING SCHEMATICS 29-34 CONTROLS 35 CO GUIDE SPECIFICATIONS 36 C.) MODEL NUMBER NOMENCLATURE 607C X B 24 000 A B N -- Type of Unit 607C—Single Packaged Heat Pump System Variations FE—Economizer(3 Phase Only) Electrical Supply TF—Filter Rack N—208/230-1-60 TP—Base unit with tin plated indoor coil hairpins P—208/230-3-60 (Single Phase) E—460-3-60 See Price Page for full list of factory options. Only used if ordering an option Fuel and Controls N/A Minor Series Major Series Brand Name A—Common Unit Nominal Cooling Capacity 24—2.0 Tons 30—2.5 Tons 36—3.0 Tons 42—3.5 Tons 48—4.0 Tons Heat Input Size(Btuh) 60—5.0 Tons N/A c . CERTIFIED ASHRAE »».mia,emoroo Use of the AHRI C IPIL US TM Mark indicates adified manufacturer's COMPLIANT LISTED participation in the program For verification of certification for individual products,go to www.ahridirectory.org. 2 • AHRI* CAPACITIES COOLING CAPACITIES AND EFFICIENCIES UNIT NOMINAL TONS STANDARD CFM COOLING CAPACITY EER SEER 24 2 800 23000 12.0 14.2 30 2.5 1000 28600 12.0 14.2 ' 36 3 1200 35800 12.0 14.5 1r,"""'" 7 42 3.5 1400 40500 12.0 14.5 48 4 1600 46500 12.0 14.5 60 5 1750 57000 12.0 14.5 HEAT PUMP HEATING CAPACITIES AND EFFICIENCIES HEATING CAPACITY(BTUH)@ COP @ 47°F HEATING CAPACITY(BTUH)@ COP @ 17°F UNIT47°F(8.3°C) (8.3°C) 17°F(-8.3°C) (-8.3°C) HSPF 24 23000 3.5 11400 2.2 8.0 30 29600 3.5 15400 2.1 8.0 36 35800 3.5 19800 2.4 8.0 CO -- ÷ 42 41500 3.4 23000 2.3 8.0 � 48 45500 3.4 26000 2.4 8.0 V 60 59000 3.5 32000 2.4 8.0 N. LEGEND Notes: dB-Sound Levels(decibels) 1. Ratings are net values,reflecting the effects of circulating fan heat. db-Dry Bulb Ratings are based on: SEER-Seasonal Energy Efficiency Ratio Cooling Standard:80°F(26.7°C) db,67°F(19.4°C)wb indoor entering- wb-Wet Bulb air temperature and 95°F(35°C)db outdoor entering-air temperature. COP-Coefficient of Performance 2. Before purchasing this appliance,read important energy cost and effi- HSPF-Heating Season Performance Factor ciency information available from your retailer. *Air Conditioning,Heating&Refrigeration Institute. **At"A'conditions-80°F(26.7°C) indoor db/67°F(19.4°C)indoor wb& 95°F(35°C)outdoor db. t Rated in accordance with U.S.Government DOE Department of Energy) test procedures and/or AHRI Standards 210/240. 3 PHYSICAL DATA UNIT SIZE 24 30 36 42 48 60 . NOMINAL CAPACITY(ton) 2 2.5 3 3.5 4 5 SHIPPING WEIGHT$(Ib) 354 346 426 472 460 515 (kg) 161 157 193 214 209 234 COMPRESSOR QUANTITY 1 TYPE SCROLL COMPRESSOR REFRIGERANT R-410A REFRIGERANT QUANTITY(Ib) 11.1 10.3 9.9 11.3 12.5 15.2 QUANTITY(kg) 5.0 4.7 4.5 5.1 5.7 6.9 METERING DEVICE ID TXV ORIFICE OD(in.) 0.032(2) 0.037(2) 0.038(2) 0.040(2) 0.040(2) 0.049(2) (mm) 0.81 (2) 0.94(2) 0.97(2) 1.02(2) 1.02(2) 1.24(2) OUTDOOR COIL ROWS..FINS/in. 2.21 2.21 2.21 2..21 2.21 2.21 FACE AREA(sq.ft) 13.6 13.6 13.6 17.5 17.5 23.3 OUTDOOR FAN NOMINAL AIRFLOW 2500 2700 3100 3100 3100 3800 DIAMETER(in.) 24 24 26 26 26 26 CO DIAMETER(mm) 610 610 660 660 660 660 MOTOR HP(RPM) 1/10(810) 1/5(810) 1/5(810) 1/5(810) 1/5(810) 1/4(810) INDOOR COIL o ROWS..FINS/in. 3..17 3..17 3..17 3..17 3..17 3..17 fs. FACE AREA(sq.ft) 3.7 3.7 4.7 4.7 5.6 5.6 ffil INDOOR BLOWER NOMINAL COOLING AIRFLOW(cfm) 800 1000 1200 1400 1600 1750 SIZE(in.) 10x10 10x10 11x10 11x10 11x10 11x10 (mm) 254x254 254x254 279x254 279x254 279x254 279x254 MOTOR(HP) 1/2 1/2 3/4 3/4 1 1 HIGH-PRESSURE SWITCH(psig) CUTOUT 650±15 RESET(AUTO) 420±25 LOSS-OF-CHARGE/LOW-PRESSURE SWITCH LIQUID LINE(psig) CUTOUT 20±5 RESET(AUTO) 45±10 RETURN-AIR FILTERS*t THROWAWAY(in.) 20x20x1 20x24x1 24x30x1 24x36x1 (mm) 508x508x25 508x610x25 610x762x25 610x914x25 *Required filter sizes shown are based on the larger of the AHRI(Air Conditioning,Heating and Refrigeration Institute)rated cooling airflow or the heating airflow velocity of 300 ft/minute for throwaway type or 450 ft/minute for high-capacity type.Air filter pressure drop for non-standard filters must not exceed 0.08 IN. W.C. t If using accessory filter rack refer to the filter rack installation instructions for correct filter size and quantity. $ For 460 volt units,add 14 lb(6.4 kg)to the weight. A-WEIGHTED SOUND POWER LEVEL (dBA) UNIT Standard Rating(dBA) TYPICAL OCTAVE BAND SPECTRUM(Dda)(without tone adjustment) 125 250 500 1000 2000 4000 8000 24 74 63.5 64.5 69 69.5 65 59.5 50 30 75 63.5 66 71 69.5 66.5 61 54 36 74 64 66 68 68 66.5 60.5 52 42 73 63.5 63.5 66.5 67 64.5 60 52.5 48 74 68.5 65 67 67.5 65 60.5 53 60 75 68 64.5 68.5 69 65.5 62 58 NOTE:Tested in accordance with AHRI Standard 270-1995(not listed in AHRI). 4 607C--B z 0.0 14 UNIT SERIES ELECTRICAL UNIT WT. UNIT 1111641 IN/N6 CENTER OF GRAVITY IN/NM �I CHARACTERISTICS LB KG 'A' X Y Z = 13-15/16 13.9/16-••'R 13-15/1 6.. 607C01,PI1836 2081230-1,208/230.3-60 418 190 44-3/4 1137 20-1/2 521 17-1/2 445 17-3/8 441 0.1 41351.01 1341.51 1354.01 607000036 460-3.60 432 196 44-3/4 1137 20-1/2 521 17.1/2 445 17-3/8 441 il 3.7/16 607C(N,PIXB42 208/230-1,208/230.3-60 464 210 48-3/4 1238 20-1/2 521 11-1/2 445 17-3/8 448 ►wl 187.31 607CE0842 460-3.60 476 216 48-3/4 1238 20-1/2 521 17.1/2 445 17.3/8 448 \�4 6070(X,PIXB48 208/230.1,208/230.3.60 452 205 48-3/4 1238 20-1/2 521 11.1/2 445 17-3/8 448 2-13116 RETURN SUPPLY 607CEXB48 460.3.60 466 211 48-3/4 1238 20-1/2 521 11.1/2 445 17-3/8 448 [71 ❑ 60C(N,P)X860 208/230-1,208/230.3.60 506 230 54-3/4 1391 20-1/2 521 17.1/2 445 18 451 cn O 607CEX1360 460.3-60 520 236 54.3/4 1391 20-1/2 521 17.1/2 445 18 451 O 'N OPTIONAL 4 5:- .1 OPTIONAL UNIT VOLTAGE CORNEA WEIGHTS l8/XG• RECLNRED CLEARANCES TO C'06BUS1ELE NAIL j/] A RETURN ' 1'. 1 SUPPLY '1' '2' '3' '4' INCHES[NMI ',N AIR ��: AIR �� 607CIN,P)%836 208/230 92 42 73 33 111 50 142 64 TOP OF UNIT 14 1355.61 1 15-15/16 OPENING E% •:-OPENING 60TCEX036 460 96 43 75 34 115 52 146 66 DUCT SIDE OF UNIT 2 150.81 1104'81 /d20:.__-:- 0 / +• 607CIN,P)%842 208/230 103 47 81 37 124 56 157 71 SIDE OPPOSITE DUCTS 14 1355.61 W %`! ^\1 1 BOTTOM OF UNIT 0 10.01 L_ �/%%c?�\ 60 TCEXB42 460 105 48 83 38 121 57 161 73 ''''''���''' ;\ , 601CIN,P1%848 208/230 100 45 79 36 120 55 153 69 ELECTRICAL PANEL 36 1914.41 1 ill iffIIit�/�/� .n0���`11�������� 607CEX848 160 103 /T 81 37 124 56 158 72 NEC.REQUIRED CLEARANCES. 01 ,11�\II\1\t1t1�� �� I��� 607C(N,P)%860 208/230 112 51 88 40 135 61 171 78 INCHES EOMI OUTDOOR COIL 1 \\\\\ / 6OTCEX860 160 115 I 52 90 41 138 63 176 80 BETWEEN UNITS, POWER ENTRY SIDE 42 11066.81 �������� / I„ UNIT AND UNGROUNDED SURFACES, POWER ENTRY SIDE 36 1914.01 :,.,:`,.3.,,, "'" .//• I UNIT AND BLOCK OR CONCRETE WALLS AND OTHER NOTE: ALL TABLE DATA RELEVANT FOR ALL FACTORY INSTALLED ;E" GROUNDED SURFACES, POWER ENTRY SIDE 42 11066.81 ��;� 1E OPTIONS EXCEPT ECONOMIZER �'. _ REQUIRED CLEARANCE FOR OPERATION AND SERVICING 'Y' 1, - II INCHES 1661 tt_ `-` - EVAP. COIL ACCESS SIDE 36 1066.81 POWER ENTRY SIDE 12[tO6b.e1 i (EXCEPT FOR NEC REOUIRENENTU UNIT TOP 48[1219.21 \ SIDE OPPOSITE DUCTS 36 [914.01 ❑4 * OUTDOOR COIL DUCT PANEL 12 1304.814 *MINIMUM DISTAMCES:IF UNIT IS PLACED LESS THAN 12[30481 FROM WALL INDOOR COIL TOP VIEW SYSTEM.TNEN SYSTEM PERFORMANCE MAYBE COMPROMISED. DIMENSIONS IN 11 ARE IN MN r 42-15/16 i A- . 11090.61 _ Al 2 [50.8] ^ 11193.81 I Immfflmm A '� I' 'ffhflhflmi - - 111111111111111111l- l1111111111111114 • AEEE551PANEL i�IIIIIIIIIIIIIIIIIlIIIIIIIIIIIIIIiIII� 1-3/4' 144.51 DIA. N.O. ' • ` POWER SUPPLY [ C6-41- } rviiii -1/03-11/16 1 - [15103.21NG • ' 11111 I . 193.7] 2 14-13/16 ��, 1376.11 9.1/4 I �NWNi� �• 12-15/16 •X• BLOWER [135.9 1, 118' 122.21 DIOLE 6.5/� [•M al I' I 1• I�� _ O• [168.31 O •�I 1�• O DRAIN OUTLET 3-7/16 3/4' 119.11 N.P.T3-7/16 X 7/8' 122.21 DEEP 1328.61 COMPRESSOR PANEL [87.31 PANEL CONTROL ENTRY 3/16 48-111 - 4-13/16 [4.81 13.7/8 13-5/8 13-7/8 44-3/16 11225.51 1122.21 1352.41 1346.11 1352.47 11122.41 LEFT SIDE V FRONTIEW VRIGHT SIDE VIEW REAR VIEW REV 50V1500373 _ D A A N W SELECTOR GUIDE `: PERFORMANCE DATA Part Number 1076000 1112000 1080000 1132000 1114000 111700D 1119000 1121000 9124000 1125000 1078000 1126000 Description 10-16x3/4° 12-14x718° 12-94x9° 12-14x9° 12-14x1-1@' 1244x2' 114-94x1' 114-14o1-112° 114-20x1-918' 1/4-20x1-117 1/4-2002° 114-20x2.112° Head Style HWH HWH HWH UPFH°'° HWH 15M-1HWH HWH HWH HWH HWH HWH Drill Point 3 3 3 3 3 3 3 3 4 4 4 4 Drilling Cap ' .150 .187° .187' .187° .987 .187 210° 210° 210°-.312' 217-.312° .210°-.312° 210'-.312' Max Load f '' Bearing Area' ; BSS ad ! fT-T1 (r 1 500' 470' 50° 500' I 450'a I I L L 1.000° t 500° 630' f r .95• 10' i 1.33i C r 10° i �I [ 1.500' r! L�+ L 1830' Installation Tool 5/16"Driv- 5/16'Driv- 5/16'Driv- #3 Phillips 5/16'Driv- 5/16'Div- 3/8"Driv- 3/8'Driv- 3/8"Driv- 3/8"Driv- 3/6"Driv- 3/8'Driv- Tru'Socket Tm"Socket Tru"Socket Bit Tru"Socket Tru"Socket Tru"Socket Tru"Socket Tm"Socket Tru"Socket Tru"Socket Tm"Socket (PM:1513910) (PM:1513910) (PIN:1513910) (PM:1513910) (PM:1513910) (PM:1574910) (P9:1574910) (PM:1574910) (PO4:1574910) (PM.1574910) (PM:1574910) 1.PJL 1!?Y.LUES(AVERAGE LBS.ULTIMATE) 18 I i ksi' .. 45.5; 401 400 400 400 400 400 475 475 --__ 16 63 699 561 561 561 561 561 631 631 827 827 827 827 14 55.5 1010 964 964 964 964 964 1062 1062 1258 1258 1258 1258 12 63 1680 1516 1516 1516 1516 1516 1878 1878 1946 1946 1946 1946 1/8 56.9; 2183 2149 2149 2149 2149 2149 2320 2320 2685 2685 2685 2685 3116 65.3, 2877 2877 2497 2877 2877 3668 3668 3572 3572 3572 3572 114 48.1 ---_-__- 4719 4719 4719 4719 5116 49.1'----_--_'. 4699 4699 4699 4699 1/8 32.4` 745 1008 1008 1008 1008 1008 1017 1017 970 970 970 970 1/4 32.1 2543 2543 2462 2543 2543 3080 3080 2760 2760 2760 2760 318 27.7 i--_-_--_ 3851 3851 3851 3851 SHEAR VALUES(AVERAGE LBS.ULTIMATE) 18-18 1 996 965 965 965 965 965 1100 1100 1026 1026 1026 1026 18-14 1872 1803 1803 1803 1803 1803 2132 2132 2089 2089 2089 2089 16-16 1331 1360 1360 1360 1360 1360 1414 1414 1359 1359 1359 1359 14-14 1815 1815 1815 1815 1815 2439 2439 2357 2357 2357 2357 118.3116 _-_--_ 2636 2636 2748 2748 2748 2748 ? 3116.114 2881 2881 2881 2881 12-1/4 2843 2843 2843 2843 1 ': 118-1/8 1526 1846 1846 1846 1846 1846 2087 2087 2106 2106 2106 2106 N : 1/8-1/4 2488 2488 2180 2488 2488 3328 3328 3062 3062 3062 3062 MECHANICAL PROPERTIES Yield Stregth, 134 ksi 134 ksi 134 ksi 134 ksi 134 ksi 134 ksi 134 ksi 134 ksi 134 ksi 134 ksi 134 ksi 134 ksi F5 Ksi(MPa) 920 Mpa 920 Mpa 920 Mpa 920 Mpa 920 Mpa 920 Mpa 920 Mpa 920 Mpa 920 Mpa 920 Mpa 920 Mpa 920 Mpa Tensile Strength 152 ksi 152 ksi 152 ksi 152 ksi 152 ksi 152 ksi 152 ksi 152 ksi 152 ksi 152 ksi 152 ksi 152 ksi F°Ksi(MPa) 1054 Mpa 1054 Mpa 1054 Mpa 1054 Mpa 1054 Mpa 1054 Mpa 1054 Mpa 1054 Mpa 1054 Mpa 1054 Mpa 1054 Mpa 1054 Mpa 'IMPORTANT:Maximum load bearing area is indicated by brackets. "'Undercut Phillips Flat Head "KSI values are the same as listed In the Pullout Values table. �(/ I SLA LAi�IO'! GW1 1ELIi'1ES VV BuuIdex >May be installed using a standard screw gun >The fastener must penetrate beyond the with a depth sensitive nosepiece. For metal structure a minimum of 3 threads. 1349 W.Bryn Mawr Ave. I Itasca,IL 60143 optimal fastener performance, the screw gun 800-BUILDEX I www.itwbuildex.com should be a minimum of 6 amps and have an RPM >Reference the Selector Guide for the ClimasealABR.and Teks Select"'are trademarks of range of 1800 to 2500 RPM. appropriate installation tool. 11W Buldex and Illinois Tool Works,Inc. Dnl-Flex°is a registered trademark of Elco,Inc. >Overdriving may result in torsional failure of the fas- tener or stripout of the substrate. ©2011 17W Buildex and(finals Tool Works,Inc. 13X21_rev1211 C7W D Y Structural . Civil Engineers Job Name: Hall Building MU Job No: 19156 Sheet No: C-Z • Client: Date: July 2019 By: MS Mech Unit= 3.5T Unit Weight= 472 lbs Unit Height= 4.06 ft Length = 3.92 ft Width= 3.58 ft Curb Weight= 120 lbs Curb Height= 1.00 ft WIND DESIGN PER ASCE 7-10,SECTION 26 -31 4 Design Wind Loads on Other Structures:29.5.1 At= 15.9 ft2 MU dimension normal wind direction At= 19.8 ft3 MU+curb dimension normal wind direction GCr= 1.9 Gust Effect Factor V= 120 mph Basic Wind Speed(per Figure 26.5 or local code) Kd = 0.9 Wind Directionality Factor per Table 26.6 Kz= 0.57 Table 29.3-1 (exposure B) Kzf= 1.00 Topographic Factor per 26.8-2: qz= 18.9 psf Velocity Pressure qz=0.00256KzKzt Kd V 2 Design wind force EQ. (29.5-2) F°,t= 572 lbs Force on MU Fasd= 343 lbs F11= 712 lbs Force on MU+curb Fasd 427 lbs SEISMIC DESIGN PER ASCE 7-10,SECTION 13.0 Seismic Design Force: 13.3.1 SDs= 0.722 g NEHRP Seismic Design Provisions ap= 2.5 Component Amplification Factor perTable 13.5.1 or 13.6.1 l p= 1 Importance Factor per section 13.1.3 Wp= 592 lbs Component Operating Weight Rp= 6 Component Response Mod. Factor per Table 13.5.1 or 13.6.1 zJh = 1.00 Height of attachement with respect to base Fp„it= 214 lbs Design Seismic force EQ. (6-13-1) Fp asd= 150 lbs FpMIN= 92 lbs Design Seismic force EQ. (6-13-3) Ism/ W D Y Structural•Civil Engineers A Job Name: Hall Building MU Job No: 19156 Sheet No: C-3 Client: Date: July 2019 By: MS Finding Center of Gravity of Total Weight Anchor Center to Center(IN) 43.0] DISTANCE TO CENTER WEIGHTS(LB) OF WEIGHT(IN) 3.5T AC 472 35.0 MU Curb 121 11.5 4x6 Curb 100 2.75 Total 693 y BAR 26.2 X BAR 17.5 Finding Seismic Force,Fp (Per ASCE 7-13.3) WIND latidude 45.4365069 width= 3.58 ft longitude -122.766119 I(Importance Factor) 1 ors= 693 lbs For= 427 lbs ap( 2.5 Rp( 6 427 693 Ss 0.977 5r 0.424 26.24 Fe 1.1 Sos 0.722 t- 43.0 4 z 1 h 1 MRES= 606.4 lbs-ft *ASD MOT= 1082.0 lbs-ft *ASD Seismic Weight,Wp l ; 693 Twind= 132.7 lbs Vwlnd= 427 lbs Fp(lb)= I 149.9IASCE 7(EQ.13.3-1) IFp min(lb)_ 91.7 ASCE 7(EQ.13.3-3) OVERTURNING Fp max(lb)_ 571.8 ASCE 7(EQ.13.3-2) Design Fp(lb) 149.9 Anchor Force Seismic MRESIST(LB•FT)Strength Design 606.4 Mo.T (LB*FT)Strength Design 327.7 T(Ib) -77.77!Alf>No QvertuKning x!At Back Side T(Ib) 77 77 - No 0erturnitig At Front Side Anchor Design Seismic* (2)Back Anchors Force Per Anchor (2)Front Anchors Force Per Anchor T/Anchor 0.00` T/Anchor 0.00 LB V/Anchor 37.46 V/anchor 37.46 LB Anchor Design Wind* (2)Back Anchors Force Per Anchor 2)Front Anchors Force Per Anchor T/Anchor 66.37 /Anchor 66.37 LB V/Anchor 106.87 ` V/anchor 106.87 LB WIND CONTROLS *USE SIMPSON 1/4"DIA x 2 1/2 SDS SCREW IN EACH CORNER . - nh,„ „, y Structural • Civil Engineers A. him/ _ Job Name: Hall Building MU Job No19166 Sheet No: /-4 _ . Client: Paulson Date: July 2019 By: MS • I 1 11 / | | | ' -T- [- - | 1 1 C I.C ..)1 ,..... il--ir I •\g\-- V.10.9`- VIN1 0 I 0 '-- (S 111111 | � | / i __i. _L I I k. 1.1 ---L-- --1---1---1 1--- 1----- i — 1 14. 1 KJ I 1 ' 1 1 t)i-l= ‘ 1 ? ' V 2-T ti ZO t*L1!"- 1 tik.--s- L,' I VI ..1-_______y_t___ ti , . _r_i____r____f____+_3_— ....Li__ 10. 7,001W '-) r i 1 1 L‘Qi. * I I li I I ,_ / if . I I .___r____ W I ',f 4- 01 -111C),_ zalv;' 1 1 1 i 1 1- 1 1 r,- T-T1 1 ^ i'---n- SU.= 1_\''' L't sv 1 , 1 1 1 t f 1 r / I 1 I 1 t 1 I * . i I / | | | | | | | ! �_ | | / � | � | | � _} | / i � | | | ^ . -_� ' ' / / �_� / � / _1 � !- J__-LJ-_�_-l'_l__J 6443 SW Hwy,suite 210•Portland,OR 9722 •ph:503.203.8111 •www.wdyi.com ' ' Page k of b Report No. PFC-2436 - TABLE NO. I -PROPERTIES FOR TM JOISTS TJI/35 I,2 TJI/45 I,3 C-5 t Maximum j Maximum S1Resistive 'Vertical jI Maximum�I Maximum "I"for •-""•-"'*:-.• ! Resistive l Vertical Deflection Depth I Weigh \(om,.nt. 1 Shear EI}* 1! Depth I Weight Moment Shear Calculation • (in.) (Ib•ft) t (ft-ib) 1 (lbs) (x 106) I. (in.) ; (Ib;ft) (ft-lb) (lbs) (Inches4) 10 2.5 I 4010 1 790 t 280 'i 10 3.1 4691 1078 150 ' I 12 2.6 5070 I 960 j 43012 3.3 5981 1321 233 14 2.8 6140 1140- 610 II 14 I 3.4 7282 1561 336 16 3.0 7210 1 1310 • 830 I 16 3.6 8591 1800 460 18 3.1 8280 ,1480 1080 18 3.8 9905 2036 606 20 3.3 9360 ' 1570 1370 20 3.9 11223 2271 775 22 4.1 12543 2502 966 24 I 4.3 13865 2732 1182 I 26 4.5 15.159 2960 1422 1689 23 4.6 16513 3186 30 4.8 17839 3410 1981 ** Moment of Inertia times Modulus of Elasticity. 1 The tabulated values are for normal duration loading. Q _ SWL 4 + WL 2 2 To compute deflection in inches the following criterion is used: 384 EI (2.067)(10 5)(d) • 3 To compute deflection use a value of 2.2 x 10 6psi for elastic modulus"E".Deflection for a uniformly loaded simple span becomes: A _ 5\YL 4 + WI_2 • \V= Uniform load in pounds per lineal inch. 384 EI 3.346 x 10 5 d L= Clear span in inches. d = Out to out depth of joist in inches. EI= Value from Table. TABLENO. II —TJI/35 ALLOWABLE UNIFORM LOAD IN POUNDS PER LINEAL FOOT 1 • SPAN 10-INCH DEPTH 12-INCH DEPTH 14-INCH DEPTH 16-INCH DEPTH • 18-INCH DEPTH 20-INCH DEPTH (In Feet) Stress2 A3 Stress2 A3 Stress2 A3 Stress2 A3 Stress2 A3 Stress2 A3 10 157 239 ' 192 330 '227 426 262 ' 526 296 629 . 330 736 11 143 194 175 270 207 352 238 438 269 529 300 622 12 131 159 160 223 • 189 293 218 368 247 447 . 275 529 13 121 131 148 186 175 247 201 312 . 228 381 254 453 14 112 109 137 156 ' 162 • "209 187 266 . 211 326 236 390 .. ' 15 105 92 128 133' 151 178 174 228 197 281 220 338 / 16 98 78• 120 113 142 153 163 • 197 185 244 206 294 • .17 92 67 113 97 133 132 154 170 174 212 194 257 18 87 57 107 - 84 126 115 145 149 164 186 183 225 19 82 SO 101 73 119 100 138 130 156 163 .174 199 20 78 43 96 64 113 88 131 - 115 148 144 • 165 176 21 72 38 91 56 108 77 124 101 ' 141 128 157 157 22 66 33 83 . 49 101 68 118 90 134 114 150 140 23 60 29 76 44 92 61 108 80 125 101 141 125 •24 55 26 70 39 85 54 99 72 114 91 129 112 25 51 23 64 35 78 48 . 92 64 105 82 119 101 26 • • 47 21 59 31 72 44 85 58 97 _ 74 . 110 91 • 27 43 19 55 28 67 39 78 52 •' 90 67 102 83 28 40 17 51 25 62 . 35 73 47 84 61 95 75 29 38 15 48 23 58 32 68 43 78' 55 88 69 30 35 14 44 21 54 29 .63 39 73 50 83 63 31 50 . 27 59 36 68 46 77 . 57 32 47 24 56 33 64 42 72 53 33 45 22 52 30 60 39 68 48 34 • 42 20 49 27 57 35 64 44 35 40 19 46 25 53 33 61 41 36 37 17 44 23 51 30 57 38 37 48 28 54 35 38 45 • 26 51 33 39 43 24 49 30 40 41 22 46 28 41 41 44 26 43 42 24 44 x'-- i 'Tabulated loads are based upon a single span condition.tbr both stress and deflection.The maximum allowable load per foot shall be the lower of the two values listed except as modified below. 2The values tabulated under the headine "stress" are based on the maximum shear and monient values set forth in Table No. I for normal loading. Values may be increased by multiplying the tabulated load per foot by 1.15,1.25,or 1.33 for snow,roof live loads and wind or earthqu.d.e loads,respectively. 'The values tabulated under the heading "A:'are based on the deflection criteria set forth in Table No.I and limit the deflection to the span divided by 360.To determine the allowable load 1'or.other deflection limits multiply the tabulated load by: For L/180-multiply tabulated load by -2.00 For L/240 --multiply tabulated load by- 1.50 • • • t`.. lion .....I.0..,.. ......I ............ n'fc