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Plans f) 1 6 2016 1?PrvirvE AUG oF 7,1 BUiLD/ArGDIvG;sliRoDiv SCHOLLS BLDG P HVAC 10300 SW Nimbus Ave CITY OP TIGARD Tigard, OR 97223 REVIEWED FOR CODE COMPLIANCII Approve* OTCB I Pan** Ammo tiormomadurimil. suits : STRUCTURAL CALCULATIONS Br AO 01, Data VIMK Project Number:20160439 OFFICE COPY Reitmeier Mechanical 19570 SW 90th Court Tualatin, OR 97062 UCT liethVP • 5.359P_ s /16 OREGON,n, 00`) • 15, C. S EXPIRES: 6/30/2018 vvLipilK Prepared By: Reed Newcomer,PE August 15,2016 ENGINEERING + DESIGN Structural Calculations:Scholls Bldg P HVAC DC-1 Project: Scholls Bldg P HVAC Project Number: 20160439 Project Address: 10300 SW Nimbus Ave Document: Structural Calculations for Tigard, OR 97223 Building Permit TABLE OF CONTENTS c r:�r, T ,r+ 7:731 I1 IC* ( fru.ndO i rdi�4 ,ntvadi DC-1 thru DC-2 Structural Details II "i'A S-1 thru S-3 I CIO Structural Calculations tiffrdi C-1 thru C-4 e erence n ormatron 4 Elisa R-1 thru R-3 roz..13 nil DESCRIPT1Qt ,QF 1119,1E0 s The 'Scholls Bldg P HVAC' project consists of the replacement of a HVAC roof top unit (RTU) and curb. The scope of this calculation evaluates the existing structural (purlinj members for the additional loading, as well as the attachment of the new units to resist wind and seismic forces. G\ cad2016\20160439galculations\20160439 DC.docx 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fax:503.248.9263 www.vImk.com Structural Calculations:Scholls Bldg P HVAC DC-2 CODES 2014 Oregon Structural Specialty Code(Based on the 2012 International Building Code) DESIGN LOADS live Loads Roof Snow Load Flat Roof Snow Load, Pf 25 psf Snow Drift As Required Dead Loads Roof(Panelized) Roofing (existing) 2.8 psf Insulation 0.5 psf Sheathing (1/2" plywood) 1.5 psf Sub-purlins (2X4 @ 24" O.C.) 1.1 psf Joists(4X14 @ 8'-0" O.C.) 1.8 psf Glulam Girders 1.5 psf Mechanical and Electrical 1.0 psf Suspended Ceiling 1.8 psf Total Roof Load 12.0 psf Additional Loads HVAC RTU 745 lbs New Curb 100 lbs Wind Basic Wind Speed(3-second gust) 120 mph Wind Importance Factor, I„, 1.0 Occupancy Category II Wind Exposure B Seismic Location Latitude 45.44319 Longitude -122.78435 Seismic Importance Factor, le 1.0 Risk Category II Mapped Spectral Response Accelerations S.=0.974 Si =0.424 Site Class D Spectral Response Coefficients Sds =0.721 Sal =0.446 Seismic Design Category D Component Anchorage Factors ap R, Ip Hanging HVAC Equip 2.5 6.0 1.0 G:NAcad2016 6160439 f alculations\20160439 DC.docx 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fax:503.248.9263 www.vlmk.com e .,...''''':7•7;;:. + v may,. l\"5 "`, F i S , `a 4 v ea naBella t-xted=r,? ,. �:.. t / AREA OF WORK HVAC RTU REPLACEMENT r • ROOF AERIAL PHOTO I AREA OF WORK NTS V VPIrf SCROLLS BLDGPHVAC20160439 812016 °A�10300SW NIMBUSAVERN JCS L TIGARD,OR 97223 � KENGINEERING + DIESIGN AREA OF WORK S-1 3933 SW Kelly Avenue Portland,Oregon 97239 I tel'.503.222.4453 I fax:503.248.9263 vmw.vlmk.com 2 Z J a' a' a co to X X Mk w VERIFY EXISTING FRAMING - UNDER MECH.UNIT AS SHOWN, NOTIFY ENGINEER IF OTHERWISE MAIM NEW HVAC UNIT TO BEAR '41.9.00/ NEW OR EXISTING 4x6,USE ON NEW OR EXISTING SIMPSON'HUS46'FACE FRAMING ON ALL CORNERS MOUNT HANGER EACH END (WEIGHT-845#) (E)GLULAM BEAM (E)2x4 SUB-PURLINS AT 24"O.C.,TRIM AND RE-SUPPORT AS REQ'D NOTE: VERIFY PLACEMENT OF UNIT AS SHOWN.NOTIFY ENGINEER IF EXISTING CONDITIONS ARE OTHER THAN SHOWN. CSIDENLARGED TYPICAL FRAMING PLAN 1/4"=1'-0" r SCHOLLS BLDG P HVAC 20160439 8/2016 PROTHO DATE 10300 SW NIMBUS AVE JRN JCS LM KENGINEERING TIGARD,OR 97223 ° CKED+ DESIGN PARTIAL FRAMING PLAN S-2 3933 SW Kelly Avenue Portland,Oregon 97239 1 teI:503.222.4453 I fax:503248.9263 1 www.vlmk.com -0--UNIT CASING UNIT BASE AND BASE RAIL SECURE ANCHOR TO UNIT WITH(4)#10 x 1/2" TEK SCREWS SECURE ANCHOR TO CURB WITH(4)#10 x 1/2"TEK SCREWS,TYPICAL 16 GAUGE STEEL'CANFAB' HVAC UNIT ADAPTER CURB OR EQUAL ANCHOR,(4) TOTAL,(1)EACH CORNER ON LONG SIDES OF UNIT SECURE HVAC UNIT ADAPTER CURB ► •�� TO EXISTING CURB WITH MINIMUM (4)#10 x 1/2"TEK SCREWS EACH CORNER AND AT 12"O.C.AT SIDES, TYPICAL EXISTING UNIT MOUNTING CURB (APPROX 14"HEIGHT) EXISTING ROOF SHEATHING / EXISTING ROOFING \ / "; ///// ////////// 7/ /////////// i/ v • 4 VERIFY THAT EXISTING CURB IS FASTENED TO v EXISTING SUPPORT FRAMING WITH A#14 SCREW .. EXISTING FRAMING MINIMUM AT EACH CORNER AND AT 24"O.C., PER PLAN EACH SIDE. IF ANCHORAGE DOES NOT EXIST, PROVIDE SIMPSON'LTP4'OR'A35'CLIPS AT EACH CORNER AND AT 48"O.C.EACH SIDE FROM THE INSIDE OF THE CURB TO THE EXISTING ROOF FRAMING 1 HVAC CURB DETAIL '-' SCROLLS BLDG P HVAC 20160439 8/2016 PRO.ND. DATE 10300 SW NIMBUS AVE JRN JCS LM KENGINEERING TIGARD,OR 97223+ DESIGN HVAC CURB DETAIL S-3 3933 SW Kelly Avenue Portland,Oregon 97239 I te1:503222.4453 I fax:503.248.9263 I w/AV.vlmk.com 12/8/2015 Design Maps Summary Report C -1 _ is usGs Design Maps Summary Report User-Specified Input Report Title 20150653 Tue December 8,2015 18:14:51 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 45.44319°N, 122.78435°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/11/11I , .. ,, - ills o w ` an rtld .r Gre 4- , Beaverton t _ lo I1 gi t Lake() ego d k ltrr It4; n 11 , 4 t.. ,. She oOdgyri Kx USGS-Provided Output Ss = 0.974 g SMS = 1.081 g Sos = 0.721 g S1 = 0.424 g 5M1 = 0.668 g SD, = 0.446 g For information on how the SS and Si values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP" building code reference document. MCER Response SpectrumDesign Response Spectrum 0.99 1.10 0.90 0.99 0.72 0.88 0.64 0.77 0.56 Iii 0.66 A 0.49 fa 0.55 i H 0.40 , 0.44 0.32 0.33 0.24 0.22 0.16 0.11 0.08 0.00 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.80 2.00 Period, T(sec) Period, T(sec) For PGAM, T„ CRS, and CR, values, please view the detailed report. httpJ/ehp2-earthquake.wr.usgs.govidesignmaps/us/summary.php?tem plate=minimal&latitude=45.44319&lon4tude=-122.78435&siteclass=3&riskcategory=0&... 1/2 VVLMK project:Scholls HVAC job#:20160439 By:JRN Date:8/2016 sheet#:C-2 ENGINEERING♦DESIGN RTU HVAC Support Design Check Existing 4x16 Purlins 'I PT w i LOADS V / / / / / /1 wOL= 10 psf (roof w/o Glulam) ♦ I R. tR x5'-6,• R WSL=25 psf (snow w/ponding) 24'-6" TRIB =8.0 ft PT=218.1#+213.9#(5'/8')+ 100#14 = 377 lbs BENDING M„=w12/8 + PTab/1 =22.5k-ft MD=(Fb= 1750psi)*(Co= 1.15)*(Sx= 135.7 in3)=22.76 k-ft> M, RESULTS Historic Value for 1980 4x16 DF#1 OK Check New/Exist 4x6 Sub-Purlins IPT w ♦ LOADS r / / / / / / /1 WDL=8.7 psf (roof w/o glulam&purlins) * ft t 3,_0N1 RR WSJ=25 psf (snow w/ponding) 8' 0" TRIB =2.0 ft PT=218.1#+ 100#14 =243 lbs BENDING Ma=w12/8 + PTab/1 =9951b-ft Mn= (Fb=900psi)*(CD= 1.15)*(CF= 1.3)*(Sx= 17.65 in3)= 1979 lb-ft> MU RESULTS Sub-Purlin OK V��hEERBN� 4 ca SSI 1trr 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fax:503.248.9263 www.vlmk.cam VV L MK Project: Scholls HVAC Job#: 20160439 By JRN Date: 8/2016 Sheetu: C-3 ENGINEERING+DESIGN v3.00-Software Copyright 2015 VLMK Consulting Engineers. All Rights Reserved. Wind Loads on Rooftop Structures and Equipment Based on the 2012 International Building Code and ASCE 7-10, 29.5.1 asvo TYPICAL SCREEN WALL _-_„-/..-.------ /�„I Ffi rify x 44X4 W ► � TYPICAL MECHANICAL UNIT /. Fh H 'Pt\ le h DESIGN INPUT B = 80 ft Horizontal Dimension of Building Measured Normal to the Wind Direction h = 15 ft Mean Roof Height of Building (Eave Height if Roof Angle < 10) Height = 2,50 ft Height of Rooftop Structure or Equipment Width =` 7.00 ft Width of Rooftop Structure or Equipment, Perpendicular to Wind Depth = 3.67 ft Depth of Rooftop Structure or Equipment, Parallel to Wind H = 17.5 ft Height to Top of Structure or Equipment Vuit = 120 mph Ultimate Wind Speed 3-Second Gust [Figures 26.5-1A, B, &C] B Exposure Category [Section 26.7.3] zg = 1200 ft Nominal Height of Atmospheric Boundary Layer [Table 26.9-1] a = 7.0 3-Second Gust-Speed Power Law Exponent [Table 26.9-1] KZ = 0.701 Velocity Pressure Exposure Coefficient [Table 29.3-1] KZt = 1.00 Topographic Factor [Figure 26.8-1] Kd = 0.85 Wind Directionality Factor [Table 26.6-1] ANALYSIS qZ = 0.00256KZKZtKdV„tt2 [Equation 29.3-1] qZ = 22.0 psf Velocity Pressure at Ultimate Level GCr = 1.9 Horizontal: Force Increase & Gust Factor [Section 29.5.1] GCr = 1.5 Vertical-Uplift: Force Increase &Gust Factor [Section 29.5.1] Af = 17.5 sf Area of Structure Normal to the Wind Direction (Horizontal face) Ar = 25.69 sf Area of Structure Perpendicular to the Wind Direction (Vertical face) B*h = 1200 sf Building Area Normal to the Wind Direction Fh = gh(GC r)As [Equation 29.5-2] 4 Fh = 730 lbs Horizontal Design Wind Force (Ult., 1.0W) - ph = 41.7 psf Horizontal Design Wind Pressure (Ult., 1.0W) ����fEAtHd#4 Fv = 9h(GCr)Ar [Equ.; ►:i7 § t F „= 846 lbs Vertical (Uplift) Design Wind Force (Ult., 1.0W) 1st 91` p„ = 32.9 psf Vertical (Uplift) Design Wind Pressure (Ult., 1.0W) 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fox:503.248.9263 www.vlmk.tom r 1 • V L MK Project: Scholls HVAC Job#: 20160439 By: JRN Dote: 8/2016 Sheet#. C-4 ENGINEERING+DESIGN v3.00-Software Copyright 2015 VLMK Consulting Engineers. All Rights Reserved. Mechanical Unit Anchorage Design Based on the 2012 International Building Code and ASCE 7-10 DESIGN INPUT Seismic Parameters: Ix SDS = 0.7.21 g Design Spectral Response Acceleration • Q = 1.0 Overstrength Factor [ASCE7 12.2-1 or 15.4-1] 3 4 • - CG AP = 2.5 [ASCE7 13.5-1 or 13.6-1] - rh --CR Y Re = 6.0 [ASCE7 13,5-1 or 13,6-1] Ycg I, = 1.00 [ASCE7 13.1.3] - • 2 S - z = 15 ft Attachment height from base of structure h = x15 ft Average roof height of structure from base xcg PLAN VIEW Wind Parameters: PHORIZ. ''psf Design Wind Pressure (psf), 1,0W PUPLIFr = 4. 6 , psf Design Wind Pressure (psf), 1.0W Mechanical Unit Parameters: cyc Wp = 845 lbs Total Weight zcgL X = 84.6 in Base Dimension (max) ' II Y = 44.4 in Base Dimension (min) SIDE VIEW Z = 30.6 in Height of Unit Zcurb = 12.8 in Height of Curb, where occurs Load Combinations: X, = 41.7 in Center of Gravity Seismic: Wind: Yca = 17.8 in Center of Gravity (0.9-.2SDS)D + QE 0.9D + 1.0W Zca = 15.3 in Center of Gravity (excluding curb) (0.6-.14SDS)D + 0.752E 0.6D + 0.6W ANALYSIS Base Shear: (Load applied to all (4) anchors/corners together) Seismic: F _ 0.4apSDSWp r1+2 z\ = 305 lbs <_1.6SDSIpWp = 975 lbs OK V Rp/Ip \ hi >_0.3SDSIpWp = 183 lbs OK Base Shear, QV„E = 305 lbs Seismic, QE Wind: V„w = 1062 lbs Wind, 1.0W V,,,BASE = 1062 lbs Wind = 637 (ASD) Anchor Shear: (Load applied to each anchor/corner) Seismic: Design Eccentricity = 5% Anchor: dx dx^2 dy dy^2 ex = 2.6781 in e, = 5.3563 in 1 41.688 1737.8 17.75 315.06 Mx-5 = 816 in-lbs Mv_„ = 1632 in-lbs 2 42.875 1838.3 17.75 315.06 Y Direction X Direction 3 41.688 1737.8 26.688 712.22 V1,3 = 81 lbs V1,2 = 90 lbs 4 42.875 1838.3 26.688 712.22 V2,4 = 81 lbs V3,4 = 97 lbs 7152.23 2054.57 Wind: V1,2,3,4 = 266 lbs Max VU,ANCHOR = 266 lbs Wind = 159 (ASD) Overturning/Uplift: (Load applied to each anchor/corner) Seismic: Mot = 8548 lb-in Seismic, QE Net Tension: Tx* = 163 lbs Mres,x = 26624 lb-in Seismic, QE Tv* = 322 lbs -„'4t F res,v , M = 11336 lb-in Seismic, QE 1 t Wind: Mat = 23036 lb-in Wind, 1.0W Max T,,,ANCHOR* = 322 lbs 1 l M = 31703 lb-in Wind, 1.0W = 183 (ASD) .` res,x ~ ` Mres,v = 13499 lb-in Wind, 1.0W *Negative(-)values indicate there is no net uplift-2 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fax:503.248.9263 www.vlmk.fom CERTIFIED DIMENSION PRINT. *r • • UNT TEE)- s o eon ate TMA.. :0 )NE FAwAAn NF'ru"aJw41t1.4 . AC�RHNOROG I ES ' 7 "sOtw vEn:i mew ma r'amaispoo or SE* Acar4 RaPu�OR UNIT STD.UNIT WEIGHT ECONOMIZER WEIGHT CORNER WElGN7(HI CORNER WEIGHT(E)CORNER WEIGHT CC)CORNER AEIGHT(0) 4•....-3„;;:i.,-lS�t � .. : . 720 LBS, 25,00'L8�, 146.10 LBS. 141,10 LBS. 213 90 IyBpySpy 211 1p LLBgS5 - 48H0007 327 KGS. 11.34 KGS. 66.63 KGS. 64.00 KGS 97.Q2 .... 99.53 KCaS. - • i.. 3'- 0 v • W JJnnLL -- .. ,V • 04T5IOE•F[A S k i ,.'u '}7f "r4.I~Aa 1 LLI d 7'-0 9/16'. X: �` '',::::';','441..'.',V:'.:,., :,•• •'.:11....,''', '� �. NOTES: FILTER ACCESS PA EL 2,. L✓It'r * N�'f ttr. `" t r'-' r. LI..W . 1. REFER TO PRINT FOR ROOF CURB ACCESSORY DIMENSIONS. LU Y . 2. DIMENSIONS IN O.ARE IN MILLIMETERS. - ECONONIYER HOOD Y Ct t -k 3.-� CENTER OF GRAVITY n 1 Weis .1 4. DIRECTION OF AIR FLOW. CORNER A� C'7t �2'-7.1/16 4 T T •'T CORNER B I T' � n r bT nev i • 6 .'� R 5, DUCTWORK TO RE ATTACHED TR ACCESSORY ROOF CURB ONLY. --,_..2.:„._____ A. / I - 0 6 57) 9 0 545!}b' - F• ) 6. SERVICE CLEARANCE 4 ALL 5 SLOES. I t)� ,� Mn ' 7, ECONOMIZER INDOOR AIR DAMPER BLADE CLEARANCE. o1 RETLWN UR;oaew(w �C 7# c.F ff + ` • D'.-I I/16'� 0 2 5/13 RI•. SIDE LFFT SIDE 1 �40 1 ' n- II 1 ten ? §' • I J1;S RPLY AIR( - z.-03/16 - + _ OPENING AND CONNECTION SIZES I T kaki o1 I EVAPORATOR COIL I. rf 4 A 1 3/8'DIA. (35)FIELD POWER SUPPLY HOLE I 0 —7"1 P 114I' 'B 1 3/4'01A, (44)CHARGING PORT)OLE .� I .. I. 1311) _ 't . x C 7/e'DIA. 122)FIELD CONTROL WIR1N6 HOLE - +H' # ' 1'-5 3/4" n. - ' 14500 1 1/2-DIA, 0RD RIGGING HOLES OtDr •r 1 E 1 1/9'(29)O.O.x 7fB' (2D 1.D,DRAIN HOSE 1I ' 5 F 2-DIA. 1511 RIGGING HOLES ttf t- # • O ?i301TAAPT(Si)HAC01UppL FPCHOLE fp(1/2'DIA. 3'-5 11/10 CORNER 0 11005 CORNER C �0'-2 13/16" 01) TOP O'-4 1/2' 014) -0'-2 1/8" no tem 5:8179/)16 . EILLER`ACGES�PANEL rr--�� ... t7AAFOkiA8ASR ItTERS �—x/ (CONDENSER colo FLUE HOOD - /�/, t ECONOMIZER BLADE tl . 151115' 2'-6 rte' A tCLNPRE99CP ACCESS PANEL) (INDOOR FAN ROTOR a MOWER ACCESS PAWL) (SUPPLY AIR D 3 11/16. 025).. CX/G) 1'-1 1/2� - fang t19'41/;16. en G - / CQPARTt1ENT '' 0'-3 3/4' 0.-6 5q 16" 1 1343) ACM5 PUB) Rp // mn C O'-1 7/0' F (TYP.6 PLACES) .'' 0'-5 9116" D (AS) - 0'-11 1/2. 0.‘1 tm 1B� 1 • / 1'-5 5/16" a I--1 (--�I■ na) CTYP-10 PLACES`b 00 1> fes) / E AIR a40>-. TrP, ( -- I E FORK TRUCK SLOTS 8 REDAN AIH o'-1 I,B•J-- 0'-3 7/e'- le— a' 1__,�,I .• Z'-5 5/i 6' -, I�I •9wn.y AIR�7Hal t <sHPI nm 4 RETURN AIR , , ' 0.*1 3'18 3/4 n ACCESSORY HOOD.FILTER V SUPPLY AIR 125E LEFT SIDE FRONT RIGH3 SIDE • OAR z R.�t Ae Novat-21-B6 I/55 '48HD00? SINGLE ZONE ELECTRIC COOLING WITri•GAS'HEAT 48CH505594 8 NOTES: DIMENSIONED AND TDLERENCEO PER ANSI W IOM-11e2 REVISIONS MATERIAL:18ga.GAL STEEL REV. DESCRIPTION DATE APPROVED 1"DUCT INSULATION (R VALUE 3.85) Attn: Tag: 1 INITIAL DWG 6/23/2006 _INSULATED CONDENSER PANEL(where required) 2 UPDATED TOP BRACES 11/29/11 00 GASKET PROVIDED WITH CURB Approval: R-2 1 112"ADDED TO EXISTING CURB O.D. SUPPLY AIR -a-15 3/4"--+- J -► 2 TYP i Units B1,C3 RETURN AIR '�4i��� W� `� z 1111101 221/8" �` �' W 25 1/8" ' ��� W INSULATED i COVER Acx I 69 1/8" 1 1111110 k3315/16" - EXISTING CURB LAYOUT 363/8" 341/8" SUPPLY RETURN 1611/16" 211 t 17 3/8"—..- 51 15/16" 54 15/16" - r 70 7/8" 1 1 66 7/8" L 40 9116" - I - 5» ------_ ( 12" --t L �1 —"I 3» 3,' I 70 5/8" 1 t ~ 37 7/8" 1 OJRB WEIGHT(I.BS.) APPROVALS DATE TIRE 100.29 """` esaundere 1-4510-4000 411.11•1Wednesday,February 03,2016 9:46:14 AN CURB SHOWN IS CDI STANDARD CONFIGURATION CDI RESERVES THE RIGHT TO ",..N.e AFNARe: NUM.°VERIFY EXISTING CURB Nm :,,,1',;,', s 17990 TYLER$T NW CHANGE LAYOUT WITHOUT NOTIFICATION.IF CURB IS NEEDED IN A DIFFERENT •VERIFYSUSTINGCURETURN OPENING a CDI ELK RIVER,MN 55330 1-451040002 CONFIGURATION CDI MUST BE NOTIFIED PRIOR TO PLACING AN ORDER. .NOTE RANYANGEiEsnoes —/rum THEmenri5763 91.7851 .D' �A FAX SACK IF DRAWING IS OK AS IS P""'a 179391.7851 L: 1:16 I Neer: 3 of 3 R-3 KEYNOTES _ , I I. 2r14l.. 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J • -6..i.. w,S.A..SZAt c.L.LAI s'/a.2a .. 6,,,,bN,al'6.2Hh- w•t�iK..Zb/i mL W.SV?r24 (nom c+L.e n.sear¢i i' " �'� • Y. — a ® I ; IT-V" (Pi-.4; Ab. 'T-u' .Z 4 -0 T K et-1 ' ink czy n © 1 © © 1 GC a i , vm >,a 18. tc" _ 4+L.bH.a'/b 51'/i GL.- �b r 2ah GL. 14 �' 2, ,1� - y W. a%a.ick. -a—bl-t.s4b•24 ca..en.sFe.2ah. O Q' . .I.4... ,a • 4/ Y/611. - T/a` a (OH /r(o-, T/R441 .O ar' 133 9 v © ) A as 6'dac'37 re _ .— 4.L. n F ue.1 L. .s'/,F 71st on su4. ,/eer •,H'lt CpL ea-r sus,24 0 /1 T/dy '7 " \T/rt. AUGUST 21.1686 _ T-4 T.e F T��, ROOF NAILING U ® i e• 6 Is T I. I°Oenac�r,�.:L:Te"'.ro`�e«eet) Le- e. ® I ' 4-- ' otecaa 2. Iad AT e'er•-6NTrM1 T PLY-1.a. help.L- 13 P NtrL C.. q I S Io4 aT 12 �tI'FFF-AT rtXWoea 4µ,18.1688 O ( .1 �i$ �� - Q r g 9 NTbP1aP PTS ��A �i1 . 4 Fes' Te11-4* ,4 11244. `cT�( 1. Alk ST ' FM-EitTi T 0. MOATS -.._ � ieN ROOF FRAMING PLAN rill Ili BUILDING P SCALE ,,e -i'-0. 0 BUILDING CONSTRUCTION BID SET — AUGUST 21,1985 '"=°6664 C-3 Project: -Untitled133 07/19/2016 Prepared By: 08:59AM C-3 Tag Cover Sheet Unit Report Certified Drawing Performance Report Unit Feature Sheet Packaged Rooftop Builder 1.41 Page 54 of 62 Unit Report For C-3 Project: --Untitled133 07/19/2016 Prepared By: 08:59AM Unit Parameters Dimensions(ft.in.)&Weight(lb.)*** Unit Model. 48TCEA07A2A6-0A0A0 Unit Length* 6'2.375" Unit Size. 07(6 Tons) Unit Width- 3'8" Volts-Phase-Hertz. 460-3-60 Unit Height. 3' 5.375" Heating Type• Gas •t• Total Operating Weight 671 lb Duct Cfg. Vertical Supply/Vertical Return Medium Heat *`* Weights and Dimensions are approximate. Weight does Round Tube Plate Fin Coils not include unit packaging. Approximate dimensions are provided primarily for shipping purposes.For exact dimensions and weights,refer to appropriate product data catalog. Lines and Filters Gas Line Size. 1/2 Condensate Drain Line Size. 3/4 Return Air Filter Type. Throwaway Return Air Filter Quantity. 4 Return Air Filter Size. 16 x 16 x 2 Unit Configuration Medium Static Option(Belt Drive) Al/Cu-Al/Cu Base Electromechanical Controls Standard Packaging Warranty Information 1-Year parts(std.) 5-Year compressor parts(std.) 10-Year heat exchanger-Aluminized(std.) No optional warranties were selected. NOTE: Please see Warranty Catalog 500-089 for explanation of policies and ordering methods. Ordering Information Part Number Description Quantity 48TCEA07A2A6-0A0A0 Rooftop Unit 1 Base Unit Medium Static Option(Belt Drive) None None Packaged Rooftop Builder 1.41 Page 55 of 62 Certified Drawing for C-3 Project: -Untitled133 07/19/2016 - Prepared By: 08:59AM NOTES: UNITED P.D.BOX 3504 TM ROCUNENT IS THE PROPERTY Of CASAIES Ctltt0AATION TECHNOLOOIE5 SIINCISE.n FAD ES 300IVEI)I(TOO TUE EIME53 CMDITIOB THAT TME MOWN OE THEY'WINGS ON NUMMI 1.DIMENSIONS AAE [X INCHES 0[91ENSIONS UNIT J N CONTENTS DILL NOT RE DISCLOSED CA USED WNW CANCER 00(6 307 CONSLSIUrO MAT PERFO%UNCE OA IN[ ]AAE IN NILLINETEa S. 33 316 'TAT CARRIER uzm COMORATION'I MITTEN COMM ACCFPTAYCE DI'1001RACT. 48TC-A04 [8471 13721 2.9 CENTER OF GRAVITY 33 318 14 778 • 48TC-A55 [8171 [3171 CONNECTION SIZES 3.MO,DIRECTION OF AIR FLOW 48TC-A06 33 3/8 14 7/8 A 1 3l8' [35] DIA FIELD POWER SUPPLY HOLE [8471 [3171 8 2' [501 DIA POWER SUPPLY KNOCKOUT 48TC-A01 41 3/8 14 7/8 [1051] [371] C 1 3/4 [Si] DIA GAUGE ACCESS PLUG 33 3/8 D 7/8' [221 DIA FIELD CONTROL WIRING HOLE [848] 1 E 3/4'-14 NPT CONDENSATE DRAIN F 1/2'-14 NPT GAS CONNECTION + A .'.---T6 2 112' [641 DIA POWER SUPPLY KNOCK-OUT 32-111 ECONOMIZER HOOD i6 • [8181 (OPTIONAL) 18 FILTER ACCESS PANEL I T110L-LESS) CO[[p. THAU-TA E-BASE CHART • • ACCESS I CONDENSER ! THESE HOLES REOUTAED FOR USE PANEL I COIL ti 1 •---- ,I. CRBTNPWR001A01,013801 •i[I THREADED WIRE REO'D NOLO INDOOR COIL ,:.-3S",.....$4, - CONDUIT SIZE USE SIZES(MAX.) ACCESS PANEL ® i ,!— —.- 18521 _ W N 1/2' ACC. 718" [22.21 10-7/ _ y NIS►(��1• /[I/ 65218 127718 22.21 YY 3/4' 1001,0031 POWER 1240 71/8"[[28.41 1f RETURN AIR 411 RETURN �[•=•' 0==�leI�]£I 44[1117) • II'��`, �l�f� - �. - AIR Z++ (0031 1l2' FPT GAS 1 3/16' [30.0] • \\ ' 1 FOR'THRU-THE-BASEPAX' FACTORY OPTION, BACK 2-5/8 ��u�" • - FITTINGS FOR ONLY 7,0, 6 2 ARE PROVIDED ..._� I roP ��---"--"�'- E ALT.— I I SELECT EITHER 3/4"OR 112' CURB ,'W • CONDENSATE 17-3/1 S FOR POWER, DEPENDING ON WIRE SIZE WIDTH I I "z DRAIN OPENING [45171111110 Ti JIM BASEPAN29-3/8 to f00U PROVIDES 3/e'FPT TNRU CURB SUPPLY 26-1/2 FLANGE 6 FITTING. 18-1/8 AIR 16131 IT/T1 SUPPLY [4 561 10-718 a-ve 12-114 I` ` AIR [1111 13631 131I2) SEE THRU THE 6-116 1 + 8 t BASE CHART [1511 . a • - f --3-3/8 12-178 [85) - [3071 __ [636]'—� -[7007 N000 ..—18-112—+ it K TCP [410]r--- 11 12 fi101 ibl [2651051 13111 ELECTRICAL [321 [ _= i DISCONNECT I.. • oSS� LOCATION -- CONDENSER CONTROL B00 INDOOR BLOWER COIL i--. A.A, I1 ACCESS PANEL ACCESS E SAD. ( ..,I ILTER RE-B, CONDENSATE DRAIN E I J 216538118 5-1/8 OPTIONAL -===. j [6381 %%'" OUTSIDE FACTORY - 16-314 RETURN IIN 19-1/2OPTIONAL [1271 AI�INSTALLED OPTIONAL it-318- .11AIR CONVENIENCE [401] F 4. ANGLE SUPPLY AIR OUTLET —HEE— INSTALLED [2891 EEEDISCONNECT H 21-1/4 �� 6-5/8 —__ C) h — 1 `/ [539) '. Lii: [155] 3-3/4 HANDLE 8-318 6-5/8 7 6 051 46-3/4 30-1/8 (2137 111871 [764] [188] [1171 [152] 411, 1/-3/8 •••• 26-3/4 [18881 [6811 BAROMETRIC 31-1/4 RELIEF [7931 FLOW LEFT FRONT AIRPLY 4 At RETURN RIGHT AIA SWEET BATE SUPEACEDEE 48TC 04-07 SINGLE ZONE ELECTRICAL «P 48TM500993 1 OF 2 11-24-08 09-29-08 COOLING WITH GAS HEAT 5.0 Packaged Rooftop Builder 1.41 Page 56 of 62 Certified Drawing for C-3 Project: --Untitled133 07/19/2016 Prepared By: 08:59AM UNITED P.D.Aq Nq 1N[5 riv ]Y iXE IIOPERTT tt CADAIER OgTgAilq bUYN18bIq OE TXESE IDARIUG6 7 q[UNEU7X TECHNOL061 ES SIRACWE,UT AAD[S DELIYEREY UPq TXE EXMEYY CgOITIq TNAi THE OOfb MRT C0IYREUEE PARL PEAfOANAXCE q STD.UNIT CORNER CORNER CORNER CORNER CARRIER 13241 CORPORATION'S WHEN CONSENT.q 323[0 NITNO OMRIEI XCCFPTAN[OF[OUTPACE. UNIT WEIGHT WEIGHT(4) WEIGHT 781 WEIGHT(C) WEIGHT (DI C.G. HEIGHT LBS. KG. LBS. 66. LBS. NG. LBS. NG. LBS. KG. X I Z 4810-804 483 219 111 50 125 57 131 59 116 53 39[9911 23[5841 16 3/8[4161 48TC-AOS 531 244 124 56 139 63 145 66 129 59 39[9911 23[5841 17[4321 48TC-A06 569 258 131 59 147 67 154 70 131 62 39[9911 23[5841 17 124[4381 46TC-407 652 296 150 68 169 16 176 BO 157 11 39[9911 23[5841 20 1/8[5111 CORNER A CORNER• • 8 Q • JJ J CORNER D CORNER C TOP .. • • • 111C:fil I-I I: : 00V 1 FRONT MET DATE MERCEDES 48TC 04-07 SINGLE ZONE ELECTRICAL try 2OF2 11-24-08 09-29-08 COOLING WITH GAS HEAT 48TM500993 5. 0 Packaged Rooftop Builder 1.41 Page 57 of 62 Certified Drawing for C-3 Project: -Untitled133 07/19/2016 Prepared By: 08:59AM Service Clearance � al )j p 11 ir 0 4110o, C08337 LOCATION DIMENSION CONDITION 48-in(1219 mm) •Unit disconnect is mounted on panel A 18-in(457 mm) •No disconnect,convenience outlet option •Recommended serviceclearance 12-in(305 mm) •Minimum clearance 42-in(1067 mm) •Surface behind servicer is grounded(e.g.,metal,masonry wall) 8 36-in(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-in(914 mm) •Side condensate drain Is used 18-in(457 mm) •Minimum clearance 48-in(1219 mm) •No flue discharge accessory installed,surface is combustible material 42-in(1067 mm) •Surface behind servicer is grounded(e.g.,metal,masonry wall,another unit) D 36-in(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 NOTE:Unit not designed to have overhead obstruction.Contact Application Engineering for guidance on any application planning overhead obstruction or vertical clearances. o usa i.-2 Packaged Rooftop Builder 1.41 Page 58 of 62 Performance Summary For C-3 Project: —Untitled133 07/19/2016 Prepared By: 08:59AM Part Number:48TCEA07A2A6-0A0A0 ARI EER. 11.00 IEER. 11.2 Base Unit Dimensions Unit Length. 74.4 in Unit Width- 44.0 in Unit Height 41.4 in Operating Weight Base Unit Weight 652 lb Medium Heat 9 lb Medium Static Option(Belt Drive). 10 lb Total Operating Weight 671 lb Unit Unit Voltage-Phase-Hertz- 460-3-60 Air Discharge. Vertical Fan Drive Type. Belt Actual Airflow 2400 CFM Site Altitude. 0 ft Cooling Performance Condenser Entering Air DB. 95.0 F Evaporator Entering Air DB- 80.0 F Evaporator Entering Air WB. 67.0 F Entering Air Enthalpy 31.44 BTU/lb Evaporator Leaving Air DB. 57.6 F Evaporator Leaving Air WB. 57.1 F Evaporator Leaving Air Enthalpy 24.47 BTU/lb Gross Cooling Capacity 75.21 MBH Gross Sensible Capacity:. 58.11 MBH Compressor Power Input 5.11 kW Coil Bypass Factor 0.084 Heating Performance Heating Airflow 2400 CFM Entering Air Temp. 70.0 F Leaving Air Temp. 105.9 F Gas Heating Input Capacity. 115.0 MBH Gas Heating Output Capacity- 93.0 MBH Temperature Rise. 35.9 F Supply Fan External Static Pressure:_..__ 0.75 in wg Fan RPM. 1448 Fan Power 1.95 BHP NOTE. Selected IFM RPM Range: 1173-1518 Electrical Data Voltage Range. 414-506 Compressor#1 RLA. 9.7 Compressor#1 LRA. 62 Indoor Fan Motor Type. MED Indoor Fan Motor FLA- 4.2 Combustion Fan Motor FLA(ea). 0.25 Power Supply MCA. 18 Power Supply MOCP(Fuse or HACR). 25 Disconnect Size FLA. 17 Packaged Rooftop Builder 1.41 Page 59 of 62 .1 Performance Summary For C-3 Project: -Untitled133 07/19/2016 Prepared By: 08:59AM Disconnect Size LRA' 100 Electrical Convenience Outlet None Outdoor Fan [Qty/FLA(ea)]' 1 I 0.8 Electrical Data(Units produced on or after 02/09/2015) Compressor#1 RLA. 8.2 Compressor#1 LRA' 66 Power Supply MCA' 16 Power Supply MOCP(Fuse or HACR)- 20 Disconnect Size FLA- 15 Disconnect Size LRA' 104 Electrical Data(Unit produced on or after May 18,2015) Power Supply MCA. 16 Power Supply MOCP(Fuse or HACR) 20 Disconnect Size FLA- 15 Disconnect Size LRA. 104 May 18th and beyond units can be identified by serial number 2115)00000 XXX and higher Control Panel SCCR: 5kA RMS at Rated Symmetrical Voltage Acoustics Sound Power Levels,db re 10E-12 Watts Discharge Inlet Outdoor 63 Hz 89.8 88.5 88.8 125 Hz 85.5 82.4 81.8 250 Hz 80.0 70.6 76.9 500 Hz 75.5 66.8 74.4 1000 Hz 71.9 66.0 73.3 2000 Hz 66.3 60.5 69.8 4000 Hz 68.1 56.6 66.3 8000 Hz 64.3 49.9 62.7 A-Weighted 78.6 72.0 78.0 Advanced Acoustics 0 __II . p ti r0 6- Advanced Accoustics Parameters 1. Unit height above ground' 30.0 ft 2. Horizontal distance from unit to receiver 50.0 ft 3. Receiver height above ground• 5.7 ft 4. Height of obstruction' 0.0 ft 5. Horizontal distance from obstruction to receiver 0.0 ft 6. Horizontal distance from unit to obstruction' 0.0 ft Packaged Rooftop Builder 1.41 Page 60 of 62 % Performance Summary For C-3 Project: -Untitled133 07/19/2016 Prepared By: 08:59AM Detailed Acoustics Information Octave Band Center Freq.Hz 63 125 250 500 1k 2k 4k 8k Overall A 88.8 81.8 76.9 74.4 73.3 69.8 66.3 62.7 90.1 Lw B 62.6 65.7 68.3 71.2 73.3 71.0 67.3 61.6 78.2 LwA C 56.4 49.4 44.5 42.0 40.9 37.4 33.9 30.3 57.7 Lp D 30.2 33.3 35.9 38.8 40.9 38.6 34.9 29.2 45.8 LpA Legend A Sound Power Levels at Unit's Acoustic Center, Lw B A-Weighted Sound Power Levels at Unit's Acoustic Center,LwA C Sound Pressure Levels at Specific Distance from Unit,Lp D A-Weighted Sound Pressure Levels at Specific Distance from Unit, LpA Calculation methods used in this program are patterned after the ASHRAE Guide;other ASHRAE Publications and the AHRI Acoustical Standards. While a very significant effort has been made to insure the technical accuracy of this program, it is assumed that the user is knowledgeable in the art of system sound estimation and is aware of the tolerances involved in real world acoustical estimation. This program makes certain assumptions as to the dominant sound sources and sound paths which may not always be appropriate to the real system being estimated. Because of this, no assurances can be offered that this software will always generate an accurate sound prediction from user supplied input data. If in doubt about the estimation of expected sound levels in a space,an Acoustical Engineer or a person with sound prediction expertise should be consulted. Fan Curve N' 3,,, ,,,NORPM \ \ \ 'Mail \ 70DRFtvl\ T 2100RPM 16 \ \ , 110013K1 \ \ - 614 \ �i. -, - � ��` 12 A \\\�..v soot O 10 \ � 0 as cu _ \ \ \\ , \ \ \ (n 7tX>FZPM \ 3.70 .3 00 \ 200 1.5081 P Q756HP\ 1.ODBiP �v , 02 05004 IP I \, \ m 03 O6 09 12 15 18 21 24 27 30 33 • Aillo w(CFM-1 ousands) RPM=1448BHP=1.95Maxine mRPM=2100MaximumBHP=3.70 Note:Pleasecontactamlicationen ingforselectionsoutsidethesl region. SC-SystemC Yuve RP-RatedPoint Packaged Rooftop Builder 1.41 Page 61 of 62 0 • , _-_ Unit Feature Sheet for C 3 Project: -Untitled133 Prepared By: 0 7 0/18 9:5/29 0A 1 m6 42) UNITS 3,4,5,6,7.5,8.5,10,12.5,GAS HEATING/ELiEsCTON s PACKAGEDROOFTOP erNinlie_r_ . - Weath T4R8lcTcooCLING • •ASHRAE 90.1 enemy comp internalbne break and overload protection rs with Ion 04-12 models •Smut comPra cooling capacity contr0 _ .„.., STANDARDima(R_,41 oA)HFC FEATURESmt6g.INCLUDE:unnit •stogie-stage ,...,Doody oeneol on 08-1b mac.... ,,..., I ',..,.--•:---m7-; ' ,.i.....i.•-...7:-.77-T.'q;-i-' : . •Two-stage cooling--prx up to 11.1 and IEERs 010'1° 4 '‘'‘':';'''':(4.1,`i.' ,, ' 1.'•::.:*Tn a-1.;,..V..!.. ',; •SEERS up to 13.0.EE temg system 111 iii ..f...,, i ' fit,.,,,:::::.t.J.1...:.....v.:Iffrli, , ,14.11.,:: :::itlei:,....,. '',:, .. •Acuttot"'refr!cormenuds,verne composite condensateeidecicepahntekstcateccoth accordance with .Exclusive non n„ _,„,„inc,design. i. ,M...,C.,.i.';'!..:1...:1Z40A. -. .:,.11.4:::.',...i:'•',ISW:-. 14"41"47‘, :, ' ' '„:',:54411.•:_;1Xf.,37..x.x..1• . ' N 7:104... ...r..4.;'.. ?"'iy,i.-44, AS NRAE Standard oe.ft.3t7prup).115 iF(45 grand down 10 40 F • Standard°D°2 ing(aPs.C) - "winter start kit. ie.iiorrninet tested to •,,,;...4.,-1:,,,44'.,.'.'•'''' ' '.> : -Ii....k.1;';1 ', i i-,•4.-,. . • •:%%kV, ;:G..-:-,,,,,'..f.', .... : ,....:1Z.Vg..V.:i,iira;.' .'''.'r'i.f.1 r:. ." . &,''',..-§:-.11;J ,...vt :..fj).:.::.: ..,, with LED ...7. •:*1'; *,;.' `;:7.--g'';i". ..'.-,:.11.0r.':..-.4 '' .. -board diagnostics . • Fully insulated . tate contraltos on indoore_yss,,mp 9 Exclusive IGCsobds h er control logo and en ig •V4141A:e.•:.,•..4:.!Vlitn:: .V.•• '1 ,.:tr.,•‘i.,,'.2r.' • -5Poredoo-phwna..int:te::::d:txte;nob:jnyrepptaronteelsctioanfid primer-coated in error code designation"ffi . ••'..1.'1. :-%It- '- • fan motor delaY Low4°xmdeis that meet California Air Q Management Optional Louvered Hail GuardShown • Induced draft gas heat60mbustion design • Redundant gas valveswith up to tlpstegesnt heating • Low protected. rimT.% GO 'Access panels with easy . •Irmoscrews on Link easysta- -•rid and Tool-le Innovative rbnc -stnP arfaters access panels Tool-less filter access door and belt drive 111Mn disposable return (-A voltage 0MY)mcdets •Two-inch .,-., 310 ton - - available on all c 5 MAINTENANCE FEATU912:Sh.teridies M, evaporator-fan emir _. •New terminal board „.,1 b„ arrangement - costxx with LED - Vied con-- —x, traitor on-boaro Meg saving indoor wEA THERMAKER SERIES -..n - and energy •Exclusive IGCs0a°-st• trol logic n.burnercon • Direct Dwiat:r-f7"'n mo-ton rand pulley. errorcode designation,facilitating serytecombeekiteattyricectins ehoc gas heating,electric troubleshooting WeatherMaker(48TC)units are chargedone-placee-- with Puron • (R-410)refrigerant. They are factory testedin with AHRI cooling units that are pre-wired and inboth heating •Th -the-bettomP°werentrY7naecbtnins (07-16 sizes). •sicruipe paint gas and eSctroc°,. , . in_adcovs and fork cslohtt4 sizes) and 340/360 with UL Standards 210/240 ( designed in accordance and cooling modes, and rated in accor • Ful perimeter base rail with built-in n."l'i xidicx,for slab MO IP:SaTI:AM::::::FEATURES. dice'to honzon ct.ver) convertible horn,* , iased supply du WeatherMaker unitsare by • Field con models require field sns Standard 1995,and listed (15 size mode the Underwriters'Laboratories. • I 0-year heat e • 5_yearconal mssor Approved and certified by: • 1-year Parts • condenserco AHC•S CE RTI.F STANDARD WARRANTY: • 3-yeargads on Novation also available • Many optional upgrades C (1113 us ,,,,,,,--'"8"37.' ..w. 1,....altmr, OPTIONS :15-Yesrstaititsless-whsteee::::nilable • loreinierLine.and RTU OpenDetectors,high stab.. ,s • Supply and Return Air we ,Arcs 1.. • Louvetee condenser col gue .. t optic.. disconnect and convenience NOT LINUTED TO: INCLUDE BUT ARkE4uitiprotocol DDC Controlsto g(OUS • Economizer.disco Se Steel heat exclrangeroption : CorrosionStainresistant coil RTPF 00coeshtinepridg' if...bon system available on all th f1 e cogs • Hunadi-MiZer•adapt/dpser _motor master 1 controNerrictueed Da,calmg tr rot trot aCCOSE0106 mod for email**, Certified to ISO 9001 els wi • Ringed accesvasswmPanea: .07 ee pheici Page 62 of 62 Packaged Rooftop Builder 1.41 NOTES: DIMENSIONED AND TOLERENCED PER ANSI YIANV-1982 REVISIONS MATERIAL:18ga.GAL STEEL REV. DESCRIPTION DATE APPROVED — 1"DUCT INSULATION (R VALUE 3.85) Attn: Tag: t INITIAL DWG 6/23/2006 INSULATED CONDENSER PANEL(where required) 2 UPDATED TOP BRACES 11/29/11 00 GASKET PROVIDED WITH CURB 11/2"ADDED TO EXISTING CURB O.D. Approval: 15 3/4" SUPPLY AIR RETURN AIR '�¢.4� Units B1,C3 � ,.� ,1; 221/8" II `�,i;t1 �♦` 251/8" TYP INSULATED ��� ` \ �� COVER MUM 41111144111110111.1111111111111141 691/8" F"" 33 15/16" EXISTING CURB LAYOUT 341/8" SUPPLY 383/8" RETURN 1811/16" 2-h 1 -.--17 3/8" 51 15/16" 54 15/16" 70 7/8" - 66 7/6^ 40 9/16" - T T + 1I 3" -r - 3" ,_ 70 5/8" -1 I- 37 7/8" CURS WEIGHT LBS APPROVALS DATE TR-A 100.29 t"' Bseunders 1-4510-4000 CURB SHOWN IS CDI STANDARD CONFIGURATION CDI RESERVES THE RIGHT TO ° ""e Wednesday,February 03,201694614 AN CHANGE LAYOUT WITHOUT NOTIFICATION.IF CURB IS NEEDED IN A DIFFERENT "VERIFY EXISTING CURB OD aS 17560 TYLER ST NW °""°' caw."° IMv VERIFY SUPPLY AND RETURN OPENING. "" �'Y ELK RIVER.MN 55330 1-4510-4000 CONFIGURATION CDI MUST BE NOTIFIED PRIOR TO PLACING AN ORDER. "NOTE ANY CHANGES �° ""� ' l DI F=a• 2 'CALL WITH ANY QUESTIONS °Y° ° (763)391-7790 - "FAX BACK IF DRAWING IS OK AS IS ""'"I 43 (763)391-7851 SCALE: 1:16 1 s5SEr: 3 or 3 ,FLL ,Q REITMEIER LOCATION:/03 t,J N ��S t,�p. . , , to ,57o SW Both Court TECH NAME: A!�� �cw„g • Tualatin, OR 97062 DATE: .f'• 3•!(p T 503.603.0205 F 503.603.0150 JOB#: IG-C>4'7-0/ ReitmeierNW.com PAGE: / OF: / ® i I u /V pEp i 11,44 1 I f I k