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Specifications CONSULTING P 503.222.4453 • . V L M K _ E N G I N E E R S F 503.248.9263 E vlmk @vlmk.com 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 W www.vlmk.com STRUCTURAL CALCULATIONS for DOGGIE CENTER NEW MECHA NI CA L UNITS 14875 SW 72 AVENUE TIGARD, OREGON for Reitmeier Mechanical 19570 SW 90 Court Tualatin, Oregon 97062 • o,Eo PRU,t, inobt • 4 4 iir '57P d ��r allili � � � �o , � r1 '' � ( ffa J -0'. QtPIRr� 6 -;' 0 VLMK Job Number: 208028 January 25, 2008 Contents: Summary Letter, Structural Details: Si - thru S -4, Structural Calculations: C -1 thru C -5, Miscellaneous Information (for reference only): M -1 thru M -4 I Structural Engineering • Civil Engineering • Industrial Engineering • Planning • Studies / Evaluations • Entitlement VLMK Consulr.ing Engineers Inc. K CONSULTING P !t€orn . . VLMK 3933 SW Kelly Avenue • Portland • Oregon 97239.4393 W vrww.vtmk.com January 25, 2008 • Reitmeier Mechanical Attn: Matthew Rogers 19570 SW 90 Court Tualatin, Oregon 97062 Re: HVAC Support Design Doggie Center HVAC Dear Matt: As requested, I have reviewed the existing roof framing, based on the information provided by Reitmeier Mechanical, for the placement of two new mechanical units. As outlined in the attached calculations, the existing roof structure is adequate to support the new units provided the given modifications. The new units weigh approximately 675 pounds, with the curb, and will be placed within the existing framing as indicated on Sheet S -2 of the attached drawings. Some additional support framing will be required prior to setting the units. Please contact me with any questions. Sincerely, VL■iK Consulting Engineers i s R. o • ehr Structural Designer Attachments: Structural Drawings and Calculations '' ! , • 'I i '1 Structural Engineering•Clvil Engineering. 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P 503.222.4453 503.248.9263 Date I / 1 `1 fvs Sheet No. S .. "Z. L r n Lnc a - GtVLT JoI ST col/nit/1 u0.4.1 LA•T t-t c -Co `t or_ . S To..Tv14THj a -C, t,L.r, AT- - 1.)17 -i..3 t,Msrctf , LJcc�t"t o �f Cr?4I'T104 t..0 ME.-7 FU 4✓! 4t' e ,01--7 - 4.3 v& 0 'TIA't+L A _ Fit vi ✓ A . • 1C06,A. L1x2xo —N-- V 11 — OW P. I _ 1 I I 1 t r 1 11 . - - - - - - - •- - - - / - 1 72 o -+ 1 1' \ 11 FQMs A "C 11 1 1 \ i 1 1 (LA�A. Ittef ' I 11 \ II I 11 II I \ 1 I 11 I I II 1' \ 'I I t - MAX II I ' 1 1 1 11 As Qt; I`I (ALIfT TO • I3e 4R. ott3 t.9e w PA- 40.440 4 - 0 I ,4 LL tIOt 5 0 Fa)4 tut A C, PLA 0 NTS , , CONSULTING Job g � ' V LIVIK E N G I N E E R S Client 2I I TaiWiLat V t+ Job No. 2 0 1/ 102S - By ic:if.e_ 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 • P 503.222.4453 503.248.9263 © oats ti 2c4 SheetNe. s- y • i N f PE--c.a 0 ` 1A\M� i- cLART3 yoo .s -2� - ti 3 Qy oTtko acs C ict r7704 '2.-4 i12 — . rDc;�J W Coat CA ` 4 (D Se-' - �,,�� �� 12 TAPPILICI .scram � � 4r IV' i'� r SclU t 35 Ar v- oc ' i STtGJto1 � 1f SPA Vi F+a,�n wr`, -wF - �� z Fvt 4vviE:. <> tJcr`W t c_ xrrnv14 16 4.4. LocZx of - W E F t awls: LotA(. Ike AT tq atyU (13( tiO (AV CZ) No V o✓t S I -10dT FcAc.(= u4t1G e Nor atQ Lo t cr 1 1-1-VrAc- SupA02 De IL- S -3 wrS 1 UNIT CASING UNIT BASE RAIL (2) STRAPS PER SIDE SECURE UNIT TO HOLD- UNIT BASE DOWN W/ (4) #10 x 1/2" TEK SCREWS OR SECURE HOLDDOWN TO LAG BOLT UNIT DIRECTLY , i CURB W/ (4) #10 x 1/2" TO CURB W/ (4) 1/4N lip* J 1 TEK SCREWS TYPICAL DIA. x Z" EMBED LAG I `, BOLTS ,. II WOOD NAILER 'CANFAB' OR EQUAL MM U ASO NIT HOLDDOWNS, INN UNIT MOUNTING CURB 18 GA STEEL MR MI BY UNIT MFR (14" I:I HEIGHT) IU• GALV. SHEET MIL ,m. COUNTER FLASHING :: IMM IRE I ROOFING BY OTHERS I:: - EXIS11NG METAL DECK ROOFING, 1•11 1. . ___ __ _, "' MODIFY AS SHOWN m. m. r _.._1 1 I - STRUCTURAL SUPPORT CURB CONNECTION PER j MEMBER PER PLAN DETAIL /oh 1 4 4V I 1 L__J V T CONSULTING DOGGIE CENTER 20 1`08 M ENGINEERS 14875 SW 72ND AVE RJL JS 3933 SW Kelly Avenue • Portland •Oregon 97239 - 4393 TIGARD OREGON �� 'm'® 1 503.222.4453 1vimk @vlmk.l3m CURB MOUNT1N DETAIL S -4 503.248.9263 www.vlmk.com mnim CONSULTING `Joe - �' "4" C`'''� V L M K ENGINEERS Can 9.4.7 LAA1/4040 - . 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 Job No. 2oTa72B s � � St std 1.C•' +( P 503.222.4453,7 503.248.9263 © pate I /Z'T /DE Sham No o vtAvvt PAT I VL t o�Mc -: utj� '- I(f!.�AVr1l-s _ ASSctwt� '$ — 0 Rjc Dt SIC, usta DL = is plc v4n7 = Z5 ?rc. �dR�v4 ��LiJvC • 1 F S +i%. to (.tS'lr.;C� '✓‘ £.2I 4ovt v- t, 0t t C LA d fZ tG, CLA t `]es Fvzvirv14Ur — wtr -K, I 2 . 5 " x " o r— c,t vtkUtcx.1vt. cotMQos rrt A W (22.��( - t PSG m 9oci EL- lb Z IA vq d� A7Z-� 1 0SIT — 1=e .Pt2QP 4 := 7 0 t=JLva oft Cr' — SCoa +f 6,75 5 tcczTL If I*i / //t (f /t(/// // // // 1 W0,, 4- 1 c� M P IAA + Pad I , orb + ��r ( ,(11 a 0 o) = rDro31r- -R- �c 14(97 — Ic�Ss XIOa = Q,S 9 0k Deo • L M CONSULTING Job t.1/1704.. K E N G I N E E R S Client t r'M K- 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 JobNo.Z�b0 6y 1 2 • � -ikript • P 503.222.4453 503.248.9263 is Dato 1/2 7P7r Sheet No. C. 2 - G t rtr Gv4PAGrT`1 C tz C00- 12-04V'rtr-0 0.4(e - r4t.S S 14tr`+c:. r 1 S o P L� ( ( F✓ Ar kc.ifc,-a AA-9, (607s-I5s) /z =t3o r V ..� t3c�g z)z yq — F4 P2opos ep � = 5 PS C ( w1,erw•L Dc: �►z� L L, =2S PSG wTL = 3o PSP- ('t.s ') = 13• Pt � - // ii i � � i i i i re i lri 1/e f f 22t P Qct6 Q 5 115-(2A' 1(AGX�u) 14 ) c. M - Lz 22 • % ct r04c; Vii.I _ " .T44c.0 sue eft Or 0 1 Ou 1(44 FATS. Cc%4T, , . < ` • VLMK C°NSULTI ENGINEERS oh,o IL-Lir Irwlc =icoQ vt�lc.�c: .Job No. 2cm:a r B R . , or 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 • P 503.222.4453 503.248.9263 el pate I ( far Sheet No C. G ozr CApAc. LT'1 CA-4 Corr 44.4a b 1 12 of Pa.evcou 1 — 1.� arc, - : - G 's r' "G► - CI 1 Cr Qt ope cpur4 - Rerl tAFo vt-c.C t C -- C N✓A T2Yo ?ac I Too — ,rP.41 — 22_ LA o ' 19 P r T Co "'W ✓1c= b C Pv -ctTL1 _ � L c,,J • L, (13 o + 19) • 2.2. S f spAc t,A4 Ti1 -y ° 10o. 12 e 2)- 0" oc S = VIM k/'scru:.7,a /I4-to Pt = 2.66 Po a Sr+a4Cp(.:1L OF c - www.clarkwestem.com C.— 9 . qv 1996 AI5I Specification ASD DATE:1 /24/2008 Doggie SECTION DESIGNATION: 400S200 -43 Single H. 04c FQAWlti✓I C fltfr o INPUT PROPERTIES: Web Height = 4.000 in Steel Thickness = 0.0451 in Top Flange = 2.000 in Inside Corner Radius = 0.0712 in Bottom Flange = 2.000 in Yield Stress, Fy = 50.0 ksi Stiffening Up = 0.625 in Fy With Cold -Work, Fya = 50.0 ksi Punchout Width = 1.500 in Punchout Length = 4.000 in ALLOWABLE UNIFORM LOADS INPUT PARAMETERS • Deflection Limit: L/360 Listed load multiplied by 1.00 for deflection check Listed Allowable Loads Not Modified for Duration of Load for Strength Checks Shear and Web Crippling Capacity Based on Unpunched Web End Bearing Length for Web Crippling =1 In (1`)0 t CCa/ r a) /y. — Flexural Bracing: NONE TOTAL ALLOWABLE UNIFORM LOADS filaftl = '? S Pi T' SPAN LENGTH (ft) 23.00 6.00 Without Web Stiffeners 2.1 172.8 144.0 With Web Stiffeners 2.1 348.7 211.9 lint513 SI ti FFel.zialet- • Covt41 cTri7 ' ` S % L''. • 0 I I I L� o (2-) OIL 64) g Jt:; c- F - -nAr4)1047 kak t L c AT)tAcs ate j Acc. • t 5 ( o & lc —c-I 4 440 YS - 3 A wi_ f c �TafL. V u =S VLM CONSULTING u '� �' ' ' x K E N G I N E E R S ��-` /T/�L ��=� �b"d - 3933 SW Kelly Avenue • Portland • Oregon 97239- 4393 °� BY L. ACM (We • 0 503.222.4453 503.248.9263 ® Coto h (2. VAS- "" et t No• —� MECHANICAL UNIT ANCHORAGE CODES: 200B International Building Code SEISMIC INPUTS (SECTION 16211 A Ap 1.0 Sds 0.704 Ip 1.0 C.G. Rp 2.5 Z 25 ft Y' H 25ft e n Wp 6751b X• T' F = [(0.4 Sds l / (1 + X P I( Ap P) Rp] ( Z/H) Wp PLAN VIEW Fp = 0.34 Wp Ultimate Fp = 0.24 Wp ASD • Fp = 163 lb UNIT DIMENSIONS C.G. X 45.0 in + �---- Fp X' 24.5 in Y 73.6 in Z Y' 35.7 in Z 33.0 in 1 CURB SIDE VIEW OTM = Fp ` Z OTM = 5377 lb WIND INPUTS (SECTION 1609.6.51 H 33 in (Height of unit) P 15.9 psf (Design wind pressure) Fw = 268 lb (Horizontal force on unit) OTM Fp`Z • OTM = 8179 lb-in . MR = 0.67 * min Wp * X' = 11 Q80 lb-in Wp * (X -X') = 9271 lb-in OTM - MR = 22737 lb-in - 21742 lb-in = 995 lb-in T = Mid = 995 lb-in/50 = 20 1b PROVIDE #10 SELF - TAPPING SCREWS AT EACH CORNER AND AT 12" O.C. MAX SPACING. [ Physical data - 48HJ E .. .. =1 iil.J1,41 t. .. l:0..L/...1 05 . - 7Gi, :L „LO.. HJ. - 4 - .. N08IIN I OAPAam (tone) 3 4 5 8 OPERATING WEIGHT (Its) Bess WIN' 530 640 560.1 (Acts 635 COMPRESSOR Scroll X11 1 1 1 .. �� �� 1 (�i 42 63 50 60 REFRI GEMNT TYPE R -22 Expansion Device Operating Charge (tb -ox) Aculroln Melerin Device Slandasd Doll 5-8 10-2 10-9 12 -8 Unit WW1 HumldI.MI2erAdaptve Dahumiditlsal on Syetam 12-5 18-8 20 1 23.14 CbNDENSER FAN Prop ler QuaNlt%..Dlantoter ( 1..22 1...22 1._22 1.-22 Noniron Cfm 3500 3500 4100 4100 Motor Hp. -Rpm 1/8. -825 1/8...825 114..A 100 1/4...1100 Welts t (Total 180 180 320 320 CONDENSER CM • . Enhanced Copper Tubes, Aluminum LancedRr s Rowe-Fins/In. 1...17 L.17 2..17 2._17 Tbtal Face Area fl 14.6 I 18.5 16.5 I 21.3 EVAPORATOR COIL Unit Enhanced Capper TLbea, Aluminum Double -Wavy Fins Rows...F1na4n. 2...15 2...18 4...15 4. -15 Total Face Arse (sq fl) 6.5 6.6 5.5 7.3 Humldi -Mkter Coo Adaptive Dehmwddxation System - Rawe..FInetin. l._17 2_.17 2._17 2...17 Ttrtsl Face Area (eq 6 ) 3.9 3.8 3.9 62 EVAPORAIDR FAN Centrifugal Type. Belt Drive QuaNity -Size (In.) 1...10 x 10 1...10 x 10 1...10 x 10 1-104 10 Ncn*rat C1m 1200 1600 2000 2400 Maxdtrtum Continuous Bhp Std 1.20 1.20 1.3012.40' 2.40 HI-Static 2.40 2.40 2.90 2.90 Motor RPM Std 162D 1620 1725 1725 NI-Static 1726 1725 1725 1725 Motor Frame Size Std 48 48 48/58t 56 HI.Statta 56 68 66 68 Fan Rpm Range 515 690.1044 770-1185 1035 -1450 1118-162 HI-SIatIe 1076.145 1300-1885 1300.1888 Motor Bemkq type Ball Ban Ban Beg Mtudmum Fan Rpm 2100 2100 2100 2100 Motor Pulley Pitch Munster A/B (n.) 515 1.9/2.9 1.9/2.0 2.4/3.4 2.413.4 " HI- Static 2.8/3.8 29/3.8 3.414.4 3.4/3.4 Nominal Maur abaft Diameter (In.) Std - 1/2 1/2 518 6/8 HI -Strdlo 6/8 518 5/5 7/8 Fen Prdlsy Pitch Diameter (m.) Std 4.5 4.0 4.0 4.0 HI-Stailo 4.5 4.0 49 4.6 Bell -T ypo. gth O.) Std 1..A...38 1...A...36 1...A...39 1.J1...38 HI- Stella 1......39 1..0'..39 1...A...40 1..A..40 Pussy Centerline Distance (In.) 10.0 -12.4 10.0.12.4 14.7 -15.5 14.7 -15.6 Speed Change par Full Turn of Movable Std 85 p' ey 10nge (rpm) 70 75 95 HI- Stalto 65 65 50 50 Movable Pulley Maximum Fug TLrrw 815 5 from Cl sed Po&8an 5 6 5 H1- Statle 6 8 6 5 Factory Setting - Fug Urns Open Std 3 a 3 3 H1- StatIc 31/2 31/2 31/2 31/2 Feceory Speed Settbtg(rpm) Std 828 936 124E 1305 111- 8latic 1233 1233 1390 1398 Fan Shaft D ameter at Pussy (In.) 6/8 6/5 5/8 6/8 LEGBdD - ' Bhp ��-Brake Horsepower t9dgoetp phase. ' Base aril might does�not Include any options or accessories. See Options and Accessary weight teblee for addiltaial weight Information. 18 w .01 • (1) COBRA ENERGY RECO VERY.UN IT - 48 H3004. 007 WITH 62 - AQ060, 10 0 C 11.1 114 MAO 1 7 ICU REAR 11111 101 3I�rRrW 11.101 • / 14.401 11 14 � 111106 31 Y 11110 Bl.f. 11)7.0 S .0 all ! M.. 113.711 mega 111.1 A li MILT 1471014 1014 3 131 . 5 )1 coon 'A• . - t 1011 N NH •l• • 13 .1 11. CD • _ 1% I y MOM toll 1 'fr., -c.; I ttjj l I 110.1 II 0,,, I "Ali 110.114 O �` _te li ,_ -1Tt� RKINT LEFT uq.E f fal • ',: --;;:,; , �� m SIDE = SIDE Ter 43111 A <` 1 1 , 1 -1 A {� VI , 111.1 �r . 1 mom I l - j III.e lNSS11Qf 13{,,0) rr� I *OHS _ 111.411 131.5 t11.1 ,I .._. - I _ 131.1 111.171 .. Fr* •�. 111.1 count •D LIE 1303 \ a If.1l1 0 415.7 14111,1 01[71 . an •2 . . IH.1 Itt NOM /OQI dWl 120.311 11.531 w 1[Utima OEIi• 011.0 U.1 -210.1 [11.311 1 110.301 1111011 MCOO 1411.1 113.121 T. COMM 1417.7 RAIN OrtOlo [17.101 11 BAUM Ilt1�).1 317.1 mangos 111.111 FRONT 112.111 (1401'11(101 am Ar7UC411a1 01411 Or1102 . ,Ol• /3110 111 2411.1 C 1101.171 34.3 015 11041 111.) 741.1 110.1 431.1 021.5 11.341 14.Y1 1(1.01 11/,151 111!.101 412.311 {!:0 21.540 518 R :O. 54.3 11 + Limy Now 111 :341 `•r 1111 I 11(:1 11.001 ; / � F (7124 11 ion Limy 1 l4w I l =rats � 1 :isu°3a5 � IL'V ue./ ® Waal - r. li- I 11 1 o ir ate 111 .011 14 �� I� 111.101 ■ � = _�1 11140 ,1 11: - -- I j Aae .`I� 1101111 n1.u141.o _ ■_ 11, 431 _ 13.411 �W r� =b� •. - 1� ors /_ - ro'� tor I41.1 I 12.1 15.051 14 RT 0143 tOlBtifOl L 11 1 T4 Will TN 1144.1 11.111 14.1 132-+ .' )103.4 • ttl. 15.521 141.311 11.121 41.1/411 • MKT All H A11 1272.1 1103.0 MCAT SIDE 100.121 5427127. 1111111 v U 1111 01.0 31A 1h7 12 Wa70 22.2 OIA 1/1E10 • 1 0.01 12.!41 LEFT SIDE F RONT 13.1 (kW 0 II Wr ColDNUTS 01A1 WRIT w w 1 1'115'1 r...) ,. . i IM- . .� Accessory dimensions -- 48HJ004007 D ALT ROOF CURB UNIT CONNECTOR A H C DRAIN OAS P CONTROL p ACCESSORY A SIZE CRBTMPWR001A01 1 /4 ' [191 NPT CRRPCURB001A01 (3881 g814.1004 -007 CROTMPWR002A01 [191 NPT 144 131.71 44 48HE003-0OS CRSTMPWROOSAO1 1 •9 1-4 1 ' 46 Ile va CRRPCURB002A01 16101 1551] [4081 DMA 11271 NPT 'I4 (191 NPT (12.71 [12.71 CRBTMPWR004A01 _ 11 1 NPT 1V W1 .71 NOTES: curb accessary I6 shipped disassembled. 2. Insulated panels. C 3. Dimensions In [ are In mmlmetere. 4. Rend ire 5. Attach curb: rk to curb [Ranges of duct rest 4 • on curb). .� 9. Service clearance: 4 8 on each eido. —'0 1 % L ` 7. Obeedo4atatflow. BTM C / 9. Connecter packages CRPWR001A01 ter Blrua he•eur0 type ye& t �~ ,� - - r i and Paadfe CRBTMPWR0l13A01 and 004A01 ,- !c a _ _ .} are for IIuu- ho- bottom type pas connacdons. ' .4 _ .. • OASLET IIAIL 04 o aiLveuIO vim 01011 TYPICAL CO 510E • t • • 1 L1rem PLASHED -� IF n 7{RPLICa1 . N 010. OWL I ®1 0 1/4 I 1___ __• �. •••• ELD S FELT (11.31 • vlr�.v SUPPLIED) 1 I ` il Er, 3 - �� Iw Iaa awPLUEm NC • • 1 ` SECTION 'C —C" 1 SCALE 1.4 e'-0 7/16' ! ; _ II tFIEL INSULATION PLIED) L111 • -7 q/Ig ' L1•1 tee' I 1).-11 7/16- • �IELO /APPLIED) III) WELT 110931 6OI e' 1' O]U 1110.T WADS/ j 091 / 6 Mr ; 9•0 e -0 7/16 • IMMO Fm °ASWAN CARY A { _ T L�1 o1 OT 1 • • • SERVICE. f1EE NOTE . 111 Ica wr a • ®i 1/4. ► • 40.1014•;:, SEE NOffi .2 • • Al ' . 10. • O' -0 1 /a 171 ' _ - 0) . t cos PATES 4 • (SEE MOTE 1'-1 11/16 • ` ,� � � 0 4 0/16 �. 1 a ,.W 6 LI NYIIBJ OKII1 II z I115.53 • 11 N .'� e- . 1 9WLY AIR sewn AIe . • 11 �' k fIN9�DE1 "V " VIEW " -A" ;.,', w TrP t ` '� "' may% \" I6„ O II�D181°FOf. OF FL °r `/ / ''..,:,‘ , . • it 40 00111101 00. 00 00. . 1� • • / ' VIEW'S' it MP. ALL ceewese 3"- 11S/16• NONE. GVIOe1DCETaNT ''A61E4LaCK' COMER . , FASTEN 1 :NICE 15 AC�rAELE ALT LON ' • SCE VIEW . 0.7.4.... " 45 a • - BulBulletin #64- 11 -09. • C V R 0 C 0 CUSTOM ROLLED CORRUGATED TALS CO. 536 Cleveland Avenue • Phone LA 64718 • any, Ca i a .,, •. r. . • STANMAE.D HI TENSILE CEE & ZEE SECTIONS Properties and Load Tables . ) _ M .,! i. ry I: 7t, / / • • • SO b .. 8 • TABLE I - Nominal 5(lo (loam Properties of Full Section ' �� p n • DIMENSION. ENatlive St Ana Ads t•t Ads Y•Y Axis y.y Nis Proouel t WlJF1• L'oa•L L'aa� L• is Inoinia Q slta Gaga 1. 1. Coil. Oa8 Coal ' I. 11000 I S Pia ly Sy ' ry l y Sy ry r min. lay la . 30,000 In. No. In. Lbs. 10.• . Sq. In. 111.' In.' In. In.1 In! In. lo.r Ito In. 1n. In! 011 2 x 3'% 10 0.135 9.42 9.37 230 56.2 9.37 4.56 4.03 1.55 1.22 5.94' 173 1.48 1.00 13.1 0.703 12 0.105 7.31 7.22' 2.10 43.8 7.31 4.51 3.09 1.18 1.21 4.54 1.32 1.47 1.00 10.1 0.640 10 x 3 10 0.135 8.48 7.30 2.43 36.5 ' 7.30 J 3.87 3.81 1.53 1 1.25 5.94 173 1.56 1.01 10.8 0.770 12 0.105 6.57 5.64 1.89 28.5 5.70. 3.89 2.93 1.16 1.25 4,54 1.32 1.55 1.01 8.36 0.705 14 0.075 4.67 .72 1.34 20.5 •4.10' . 3.91 2.02 0.783 1.23 3.07 0.888 I.51 0.992 _ 5.80 0.567 3 8 x 3 4 0.105 5.40 3.78 1.55 15.1 3' 3.12 1.79 0.840 1.07 2.83 0.960 1.35 0.860 4.85 0.774 0.075 3.89 2.62• 1.12 11.1 •3.15 1.29 0.600 1.08 2.03 0.685 1.35 0.863 3.50 0.653 0.060 3.08 1.95 0.885 8.79 2.20 3.15 0.997 0.458 1.06 1.55 0.523 132 , 0.851 , 2.73 0.565 6 x 2y) 0.105 4.23 2.24 1.21 6.72 1 2.24 1 2.35 0.983 0.570 0.900 1.62 0.660 1.15 0.710 2.48 0.858 .0.075 3.10 165 0.891 5.04 168 1 2.38 0.756 0.440 1 0.921 1.25 0.507 1.18 0.729 1.88 0.759 % ��555 0.060 2.46 1.16 0.705 4.01 1.34 1 2.39 0.583 1 0.333 , 0.910 0.950 0.385 1.16 0.718 1.46 0.674 4 x 2 12 0.105 3.14 1.11 0.900 2.22 1.11 157 0.493 1 0.383 0.740 0.885 0.454 0.992 0.568 1.07 0.968 14 0.075 2.27 0.832 0.651 1.67 0.832 1 1.60 0.361 ! 0.276 0.745 0.638 0.325 0.990 6.571 0.786 0.885 16 0.060 1.79 0.655 , 0.513 1.33 0.665 1.61 0.277 ! 0.205 , 0.735 0.480 , 0.244 0.967 0.561 0.610 0.821 TABLE II Nominal ALLOWABLE UNIFORM LOAD IN LB /LIN. FEET DIMENSIONS SPAN IN FEET • D 8 B GA 6' I 8' 10' ' 12' 14' 1 16' I 18' I 20' 22' .I 24' ( 26' 28' 30' 12 x 3t/2 10 (3537) (2652) (2118) 1 296 949 1 727 574 464 383 322 273 237 210 12 (1487) , (1121) ( 895) ( 7451 ( 640) 562 J 445 360 297 249 1 212 182 160, r 10 x 3 10 (2748) (2061) 1646 1007 737 565 446 361 297 250 213 184 12 (2131) (15981 (1276) 781 572 438 346 280. 22 1q4 165 143 (6 l4 ( 777),( 582) 1 466) ; 388) ( 333) 288 228 185 et 128 108 83 8 x 3 12 (1346) 1009 729 1 505 371 284 224 (80. 149 126 ( 962) ( 721) 521 361 265 203 160 129 l ' 90. `� . 16 ( 491) ( 368) ( 295) ( 245) 198 152 119 , 96 , 79 61 6 x 21/2 12 1281 721 460 319 233 179 141 114 98 80 . ;,14) 915 515 329 228 167 128 101 e2 16 ( 651) 389 1 749, 173 126. 96 76 62 4 x 2 114 461 259 1 165 I 115 84 ( 64 I 51 I 41 • 16 362 , 204 • 129 I 89 66 I 51 39 32 r a 1. Table is based on simple span adequately stayed laterally 2. To determine allowable spacing of "Z" section, divide above values by required loading in lbs. per square feet 3. Loads in parenthesis are limited by web crippling action and have been reduced in accordance with A.I.S.I. specifications • SPECIFICATIONS... Members shall be high tensile, cold, formed, stiffened edge sections designed in accordance with • the latest A.I.S.I. specifications. Steel shall meet the physical requirements o.f ASTM 441 RECEIVED JAN 25 4811J004 -014 CITY Oi- iiukktiD BUILDINGDIVISIOF • Example: 48 HJ D 006 P IA F 6 - - HA 48 - Packaged Rooftop coBAre Electric Coo6ngl Natural Gas Heat �{ s• HJ - Constant Volume, High Efeclency Voltage Heat Options: 1 - 575 -3.110 49 States 3 - 20&230.1 -60 0 - Low Heat 5 - 20&290 -3480 E - Medium Heat 6 - 4603.60 F - High Heat 8 - Low Heat / Stainless Steel R - Med Heat / Stainless Steel T - High Heat /Stemless Steal Coil Protection Options (finnube) California Compliant Standard Unit G - Non NOx Low Heat (3 Ph. Single Stg) - - Al/Cu Cond & Al/CU Evap H - Non NOx Medium Heat (3 Ph, Single Stg) B - Cu/Cu Cond & Cu/Cu Evap K - Non NOx High Heat (3 Ph, Single Sig) C - Cu/Cu Cond & AVCu Evap L - Low NOx Low Heat (Single Stg) E - E -Coat Al/Cu Cond & E-Coat Al/Cu Evap M - Low NOx Medium Heat (Single Stg) F - E -Coat Al/Cu Cond & AVCu Evap N - Low NOx High Heat (Single Sig) G - E -Coat Cu/Cu Cond & AVCu Evap V - AIICu Pre -Coat Cond Fin & AI/Cu Evap Nominal Capacity -Tone COBRA" Energy Recovery Unit 004 - 3 Tons H - 62A0060 Al/Cu Supply & Exhaust /N/Cu Cond & Evap 005 - 4 Tons J - 62AQ100 Al/Cu Supply & Exhaust / /41/Cu Cond & Evap 008 - 5 Tons K - 82AQ200 AUCu Supply & Exhaust / AVCu Cond 8 Evap 007 - 6 Tons L - 62AQ300 AI/Cu Supply & Exhaust / AI/Cu Cond & Evap 008 - 7 -1/2 Tore M - 62AQ060 Cu/Cu Suppty & Exhaust 1 Cu/C a Cond & Evap 009 - 8-112 Tons N - 62AQ100 Cu/Cu Supply & Exhaust /Cu/Cu Cond & Evap 012 - 10 Tbns P - 62AQ2oo Cu/Cu Supply & Exhaust /Cu/cu Cond & Evap 014 - 12.1/2 Tons 0 - 62A0300 Cu/Cu Supply & Exhaust /Cu/Cu Cond & Evap 11 - 82AQ080 Cu/Cu Supply & E / Al/Cu Cond & Evap Controls and Sensors" S - 62AQ100 Cu/Cu Supply & Exhaust /AI/Cu Gond & Evap Standard Unit T - 62AQ200 Cu/Cu Supply & Exhaust /AUCu Cond & Evap S - None Hinged - 62AQ300 Cu/Cu Supply & Exhaust /AI/Cu Cond & Evap G - No nged Aoceas Panels X - 62AQ060 E-Ctd AI/Cu Supply,Std. Al/Cu Exhaust / E-Ctd H - Hinged Panels & PrerNeAJnk• Control AVCu Cond & Std AUCu Evap N - Novar ETM3051 Control' V - 62A0100 E-Ctd AVCu Supply,Std. AVCu Exhaust / E-Ctd P - PremlarLlnk DDC Control AI/CU Cond & Std. AI/Cu Evap R - Novar ETM3051 & Hinged Panels' Z - 62AQ200 E-Ctd Al/Cu Supply,Std. AIICu Exhaust / E-Ctd AllCu Cond & Std. Al/Cu COBRA"' Energy Recovery Unit 1 - 132A0300 E -Ctd Al/Cu Su Evap 8 - COBRA Unit & Std. RTU Controls PPN• AUCu Exhaust / E-Ctd Cond & Std. AUCu Evap C - COBRA Unit & Hinged Access Panels 2 - 62A0060 E-Ctd AI/Cu Supply & Exhaust / E-Ctd AI/Cu Cond & Std. AVCu Eva D - COBRA Unit & Hinged Panels & PremieIIJnk Control 3 - 62A0100 E-Ctd AI/Cu Supply & Exhaust / E-Ctd AI/Cu Cond & Std. Al/Cu Eva E - COBRA Unit & PremlerUnk Control 4 - 62AQ200 E-Ctd AVCu Supply & Exhaust / E-Ctd AI/Cu Land & Std. AVCu Eva 6 - 82A0300 E-Ctd AI/Cu Supply & Exhaust / E-Ctd AI/Cu Cond & Std. Al/Cu Eva 8 - 62A0060 E-Ctd AI/Cu Supply & Exhaust / E-Ctd Al/Cu Cond & Evap 7 - 62A0100 E-Ctd AUCu Supply & Exhaust / E-Ctd AI/Cu Cond & Evap 6 - 82A0200 E-Ctd AVCu Supply & Exhaust /E-Std AI/Cu Cond & Evap LEGEND 9 - 82AQ300 E-Ctd AUCu Supply & Exhaust 1 E-Ctd AI/Cu Cond & Evap AI — Aluminum — DDC — D ec Digital Controls E-Ctd — E -Coated FIOP — Factory - Installed Option Indoor Motor Options 'Contact factory for availability and applications. - - Standard Motor & Drive ▪ inciter to 46HJ Price Pages, Quote Builder software or contact your H - HumfdI-M1Zer. & High Static Indoor Motor local Carrier Representative for FIOP code table. J - Humid)- MIZer, Cu/Cu wth High-Static Mortar NOTE Hinged Access Panels Include: Flier Panel, Control Box Panel, K - E- coated Hurrddi -MIZer with High-Stale Indoor Motor Fan Motor Parcel, Compressor Panel. M - High- Static Indoor Motor r Quality Assurance Certified to ISO 9001:2000 • ENERGY STAR PARTNER 48HJ004-012 UNITS STAR QUALIFIED EN 7 ARI* capacity ratings (cont) * *ARI* CAPACITY RATINGS - 481IJ004 -014 UNIT NOMINAL COOLING TOTAL SEER EER SOUND RATING IPLVtt 4811.1 TONS (Btuh) kW (decibels) 004 3 36,000 32 13.0 11.2•' 76 WA 008 4 48,000 4.1 13.0 11.1•' 78 WA 006 5 61,000 5.5 13.0 11.0" 80 WA 007 6 73,000 6.7 - 11.0 80 N/A 008 7 90,000 82 - 11.0 82 11.6 009 8 103,000 8.9 -- 11.8 82 12.8 012 10 120,000 10.9 - 11.0 84 11.4 014 12.5 138,000 14.4 - 9.8 86 10.3 LEGEND EER - Energy Elftdency Ratio IPLV - Integrated Part -Load Value n. ; SEER - Seasonal Energy Efficiency Ratio •ra II ■ PERFOF' •Air- Condthonng & Refrigeration Instihae. ci ptifu TApplies only to units with capacity of 65,000 Btuh or less. AHAI does not require EER ratings for unit with capacity below 65,000 Stub. For A81 Standard these units„ the EER rating at ARI standard oonditlons Is provided for Informa- 210/240 UAC lion r►The IPLV is not applicable to single- compressor units. 4. M 48HJ004-014 units are In compliance with ASHRAE 90.1 2001, 2004 NtTtE.S: Enerw S Standard for minimum SEER a EER requirements. Refer to rellate 1. Rated in accordance with ARI Standard 210 -94 or 360 -93. d emdne it compliance the ih s standard pertains to a given geographical 2. Ratings are net values, reeding the effects of ctnadating tan heat. area of the United States. 3. RaUngs are based on: Cooling Standard: 80 temperature. IPLV IPL entering -alr temperature and 95 F db outWor an r Standard: 80 F db, 67 F wb Indoor entering -air temperature and 80 F db outdoor entering -air temperature HEATING CAPACITIES AND EFFICIENCIES - 48HJ004 208/230 -SINGLE-STAGE GAS HEAT UNIT INPUT CAPACITY OUTPUT CAPACITY TEMPERATURE MINIMUM HEATING EFFICIENCY 48HJ 1st Stage 2nd Stage 1st Stage 2nd Stage RISE (•F) AIRFLOW (CFM) AFUE (%) Steady State ( %) , EIR004 72,000 - 68,000 - 25-56 1004 82.8% 82.0 F/f004 115,000 - 90,000 - 65-85 1002 80.0% 80.0 D/S005 72,000 - 68,000 - 25-55 1004 82.8% 82.0 FJROOS 115,000 - 92,000 - 35-65 1320 61.0% 81.0 FIT006 150,000 - 118,000 - 50-80 1396 80.4% 80.0 D/S008 72,000 - 58,000 - 25-55 1004 82.8% 82.0 E/R008 115,000 - 92,000 - 35-65 1327 81.0% 81.0 F/T008 150,000 - 118,000 - 50-80 1314 80.4% 80.0 208/230 -1 -60 - SINGLE-STAGE GAS HEAT- LOW NO: UNIT INPUT CAPACITY OUTPUT CAPACITY TEMPERATURE MINIMUM HEATING EFFICIENCY 4811J 1st Stage 2nd Stage 1st Stage 2nd Stage RISE ( °F) AIRFLOW (CFM) AFUE(%) Steady State ( %) M004 80,000 - 50,000 - 20-50 830 80.2% 81.2 11004 90,000 - 74.000 - 30-60 1150 81.0% 81.4 1.005 60,000 - 50,000 - 20-50 930 80.2% 81.2 M005 90,000 - 74,000 - 30.60 1150 81.0% 81.4 NODS 120,000 - 101,000 - 40-70 1340 80.7% 82.4 1.006 60,000 - 50,000 - 2050 930 80.2% 81.2 11008 90,000 - 74,000 - 30-60 1160 81.0% 81.4 . N008 120,000 - 101,000 - 40-70 1340 80.7% 82.4 AFUE - Amaral Fuel Utilization Efficiency NOTE Capacidea for stainless steel heat exchanger units (S/R/T) are the same as standard units (D/EJF). 12 HEATING CAPACITIES AND EFFICIENCIES - 48HJ004 -014 (cont) . 208830/460 -3-60 - SINGLE -STAGE GAS HEAT - LOW NO: UNIT INPUT CAPACITY OUTPUT CAPACITY TEMPERATURE MINIMUM HEATING EFFICIENCY 48HJ ' 1a1 Stage 2nd Stage 1st Stage 2nd Stage RISE (°F) AIRFLOW (CFM) AFUE(%) Steady State ( %) M004 80,000 - 60,000 - 20-60 930 80.2% 812 N004 90,000 - 74,000 - 30.60 1150 81.0% 81.4 L005 60,000 - 60,000 - 20-50 930 80.2% 81.2 M008 90,000 - 74,000 - 30.80 1160 81.0% 81.4 N008 120,000 - 101,000 - 40 -70 1340 80.7% 82.4 L006 60,000 - 50,000 - 20-50 930 80.2% 81.2 M008 90,000 - 74,000 - 30.80 1150 81.0% 81.4 N008 120,000 - 101,000 - _ 40-70 1340 80.7% 82.4 208/230/460 -3-60 - SINGLE -STAGE GAS HEAT UNIT INPUT CAPACITY OUTPUT CAPACITY TEMPERATURE MINIMUM HEATING EFFICIENCY 4814) 1st Stage 2nd Stage 1st Stage 2nd Stage RISE (•F) AIRFLOW (CFM) AFUE (%) Steady State (1) H004 72,000 - 69,040 - 25-55 1000 82.0% 82.0 10004 115,000 - 93,150 - 66-86 1020 80.0% 81.0 0005 72,000 - 59,040 - 25-55 1000 82.01 82.0 H005 115,000 - 93,150 - 30-80 1440 81.0% 81.0 K005 160,000 - 120,000 - 50-80 1390 80.0% 80.0 0008 72,000 - 69,040 - 26.55 1220 82.0% 82.0 H008 115,000 - 93,150 - 35-85 1330 81.0% 81.0 K006 150,000 - 120,000 - 60-80 1390 80.0% 80.0 208830/460/575.3 -60 - 2 -STAGE GAS HEAT UNIT INPUT CAPACITY OUTPUT CAPACITY TEMPERATURE MINIMUM HEATING EFFICIENCY 48HJ 1e1 Stage 2nd Stage 1st Stage 2nd Stage RISE (•F) AIRFLOW (CFM) AFUE(%) Steady State ( %) E004 60,000 72,000 41,000 69,040 25.65 1004 82.8% 82.0 F004 82,000 115,000 85,600 93,150 65.85 1002 80.0% 80.0 O 005 50,000 72,000 41,000 69,040 25-55 1094 82.8% 82.0 E005 82,000 115,000 88,420 93,150 35-65 1330 81.0% 81.0 F006 120,000 160,000 98,000 120,000 60-80 1390 80.4% 80.0 D008 50,000 72,000 41,600 59,040 25.55 1004 82.8% 82.0 8006 82,000 115.000 68,420 93,150 35-65 1330 81.0% 81.0 F006 120,000 150,000 98,000 120,000 50.80 1370 80.4% 80.0 0007 60,000 72,000 41,000 59,040 26.55 1220 82.0% 82.0 E007 82,000 115,000 68,420 93,150 35-85 1330 81.0% 81.0 F007 120,000 150,000 98,000 120,000 60-80 1390 80.0% 80.0 O 008 90,000 125,000 73,800 102,500 20-50 1900 82.0% 82.0 8008 120,000 180,000 98,400 147,600 36.85 2100 82.0% 82.0 F008 180,000 224,000 147,600 183,680 45-75 2230 82.0% 82.0 0009 90,000 126,000 73,800 102,500 20-60 1900 82.0% 82.0 8009 120,000 180,000 98,400 147,800 35-65 2100 82.0% 82.0 F009 180,000 224,000 147,800 183,680 45-76 2230 82.0% 82.0 0012 120.000 180,000 98,400 147,600 35-65 2100 82.0% 82.0 8012 180,000 224,000 147,600 183,680 3586 2670 82.0% 82.0 F012 200,000 250,000 180,000 200,000 40-70 2850 80.0% 80.0 O 014 180,000 224,000 147,600 183,680 35.85 2570 82.0% 82.0 8014 200,000 250,000 180,000 200,000 40-70 2650 80.0% 80.0 AFUE - Annual Fuel Utilization Efficiency NOTE Capacities for stainless steal heat aachanger units (81M) are the same • as standard units (DJEJF). ,a 13 Electrical data - 48HJ (cont) 4SHJ004-014 UNITS (Cont) 0 NOMINAL VOLTAGE COMPRESSOR OEM IFM COMBUSTION Conn POWER BUPPLY• DISCONNECT UNIT 41111J VOLTAGE IFM Type RANGE (each) (each) PAN MOTOR Outlet 8RE a MIn Max Oty ALA LRA Oty FLA FLA FLA MCA MOCP FLA LRA NO 44.1 60 42 208 208/230 -1-80 810 187 254 1 28.8 189 1 1.5 0.8 8.e YES 50.1 80 48 210 NO 28.9 35 28 188 STD 5.8 YES 34.9 40 34 173 208230 -380 187 254 1 17.3 123 1 1.5 0.8 NO 30.8 35 30 187 HS 7.5 YES 38.8 40 38 192 NO 14.7 20 14 84 008 STD 2.6 YES 17.4 20 17 87 (5 Tons) 460.3.80 414 508 1 9 62 1 0.8 0.3 NO 15.5 20 15 94 H8 3.4 YES 18.2 20 18 98 P40 11.5 15 11 63 STD 2.0 YES 13.8 15 13 84 1 0.0 0.3t NO 12.3 15 12 72 57500 HS 518 632 1 7.1 50 2.8 YES 14.4 20 14 73 NO 12.2 15 12 78 Hiank1158$er 1 0.8t 0.3t 3.4t YES 14.4 20 14 77 LEGEND This amount of phase Imbalance Is satisfactory as It Is below the maximum FLA - Fug Load Amps allowable 2%. HACR -Heating, Aix Conditioning and Refrigeration IFM - Indoor (Evaporator) Fan Motor IMPORTANT: If the supply voltage phase Imbalance Is more than 2%, contact LRA -Locked MCA -Ml m Coo Amps Ca @US your local electric utility company immediately. MOCP - Ma,dmum Overcurrent A Protection NEC - National Electrical Code OFM - Outdoor (Condenser) Fan Motor ULA - Rated Load Arnps UL - Underder writers' Laboratories POWER EXHAUST ELECTRICAL DATA 'The values Ilsted in this table do not include power exhaust. See table at right MOCP **F� rHACR breaker. POWER EXHAUST ApplIcaUon MCA MCA MCA aeparefe 'Many motor PART NO. usage (230 v) (460 v) (575 v) per source) NOTES: . compliance with NEC requirements for muillmotor and combination Toad CRPWREXH030A01 004.007' 1.8 N/A 0.64 15 equipment (refer to NEC Articles 430 and 440), the overcurrenl protective CRPWREXH021A01 004 007 WA 0.68 N/A 15 device for the unit shag be fuse or HACR breaker. The UL, Canada units maybe fuse or circuit breaker. CRPWREXH022AO1 008-014 3.4 WA 1.32 15 2. Electrical data based on 95 F ambient outdoor -alr temperature ± 10% CR 008 -07 N/A 1.4 N/A 15 voltage. 3. Unbalanced 3-Phase Supply Voltage CRPWREXFl028A01 ALL' 1.7 WA 0.68 WA -Rot available 15 Never operate a molbr where a phase Imbalance In supply 3Itage la °meter CRPW REXH029A01 ALL N/A 0.7 N/A 15 UM at Use the following formula to de ►ermine the percent of voltage imbalance. • - Single or three phase rooftop unit max voltage deviation from average voltage average =100 x voltage NOTE: B a single power source Is to be used, size wire to include power exhaust MCA and MOCP. Example: Supply vane is 480 360. Check MCA and MOCP when power exhaust Is powered through the unit. Determine the new MCA Including the power exhaust using the following A e . A8=452 v formula BC = 484 v MCA New = MCA unit only + MCA of Power Exhaust AC = 455 v For example, using a 48HJD008 -5 unit with MCA = 28.9 and MOCP = 35, Average = 452 +484 +455 with CRPWREXH030A01 power exhaust. VoRage 3 MCA New - 28.9 amps + 1.8 amps = 30.5 amps 1371 If the new MCA does not exceed the published MOCP, then MOCP would not change. The MOCP In this example le 35 amps and the MCA New is • 3 below 35; therefore the MOCP Is acceptable. If °MCA New" is larger than the = 457 published MOCP, raise the MOCP to the next larger size. For separate i • power, the MOCP for the power exhaust will be 15 amps per NEC. Determine maximum deviation from average voltage. 457- 45 1AB) =5v BC 484 - 457 = 7 v iACi 457 - 455 = 2 v Maximum deviation 157 v. Determine percent of voltage Imbalance. % Voltage Imbalance - 100 x 457 = 1.53% 136 City of Tigard, Oregon 0 13125 SW Hall Blvd. ® Tigard, OR 97223 1 February 11, 2008' ; : a t , s y l RE: MECHANICA IGARO Proiect Information A Building Permit: MEC2008 -00042 Construction Type: 5B Tenant Name: Doggie Central Occupancy Type: B Address: 14865 SW 72 Ave. Occupant Load: 48 Area: NA Stories: 1 The plan review was performed under the State of Oregon Mechanical Specialty Code (OMSC) 2007 edition; and the State of Oregon Fire Code (OFC) 2007 edition. The submitted plans are approved subject to the following. 1. Ductwork shall be supported in accordance with Sheet Metal & Air Conditioning Contractors National Association, Inc. (SMACNA) 2. 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 3. 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 4. Permanent equipment supported by the structure, 400 Ibs and over, shall have their attachments designed in accordance with the Building Code. 301.16 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 shall activate an audible and visible alarm at a constantly attended location. 606.2, 606.4 & 606.4.1 OMSC Phone: 503.639.4171 o Fax: 503.684.7297 o www.tigard- or.gov o TTY Relay: 503.684.2772 9. Suspended -type unit heaters shall be supported by non - combustible elements that are designed and constructed to accommodate the weight and dynamic loads and shall be sway braced. 920.2 OMSC 10. Inspector may require additional sway bracing at the final installation inspection. 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, an Nelson, Senior Plans Examiner (503)718 -2436 dannctigard-or. com . 2g a E2 s E EEE ese ed! a tees 1. Z ' I 1 i IV Ufli ;i U 9 ifl fl � 4 5 lc I liggti lit s ij t I Pi Poi qi 111 %g N 4 9 Q e i o d d d 5 1 < � 1 /1 ° .. AVMIIVH 4 p II a a 1 01 I -12 1- i li g q i 33 -51 ; 0 = ° a ° a • I • 1 N '1 H m — .if m d T ° N di 1 4g A Ai 1 ,41 4g0 e H _ rl III 0 41. i I 0 I1 M 11; 111 %t ' I 51 n mi ti: y - 144 0 o 1.,C C , Li I Ms 5/ I . IR , PROJECT: l K�:ilpnl�i�:r , �+� DOG GIE CENTER • i .;�. 19570 SW 90TH CT. b. 0 9 comsanoiALo IwpusTIIAL TUALATIN, OR 97062 i t° uospNo o pm P11. (503) 603 -0205, FAX (503) 603 -0I5 14015 SW 2nd AVE., 1 CARD, OR AM commigeammenuampamon CCB #153770 - WA. CONTR. LIC. #REITMI