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Specifications 6 p ,,� Y „r � a � � , . City of Tigard, Oregon 13125 SW Hall Blvd. Tigard, OR 97223 ,: Y, tir �I h � 17 July 30, 2007 4., � Afel s t RE: MECHANICAL FOR BURGER KING T I�GARD Project Information Building Permit: MEC2007 -00460 Construction Type: IIN Tenant Name: Burger King Occupancy Type: A -2 Address: 10105 SW Nimbus Occupant Load: NA 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. 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 lbs 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 0 Fax: 503.684.7297 ® www.tigard or.gov • TTY Relay: 503.684.2772 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. c -- ' esp - ctfully, / Dan Nelson , Senior Plans Examiner ' • i : I . : i 1 • . . • . . . . .• ; : : . . , : : , IP, 4: ,.,4 : i : : i PROJECT . S.f:yea_zr/,; :. . A :::-. '-',.;,' '• •,--' i • : 1 i . 0?- , .1.Y ai:P't ifl-it{ 1 : 1 i : i ; 1 2 : • 41/444 i 44 N->- -. 1 . ; - i i ••••-■ • I. •• i .; : -f `""j t : 1 t . -.....i..--• • i • ..;• • 2 . • ,• , ,- _ -- - i ,_ : CALCULATtD BY i ,i 1 1 I , - . 64 ; 12 ; 12 IC HA R D S ENGINIEEIRINGANc ..!. 1 i._ • _.,__ , _.,. : ---,- - - • - 1 i -L.- -1- i ! , : ! . ..:-...- . • . 4.- - . - 100 WEST 11h AYENUE 'SUITE 210 EUGENE OR 07401 i I DATE 1 /„.; 1 „.... ....• i ; i i 1 i : 541-607-01291 FAX 541-687-01331 1 1 • i ; i ,C.1,1 --..4 ave.-- I I 1 PAGE ... . -- j• : ! -- j --!-- ! - I • - 1 1 - - .... - .. • • • I I !.. 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SEE Strz:0 DWG'S I I ' . . ------ - • 4dRi - OFFICE - COPY 1 . „ . . . ... . . . . . . . . : • . • • . • • . . • . • . 444: Av : . . . . .. • , . . . , Jul 26 2007 8:39RM M.R. Richards Engineering 541- 687 -0133 p.3 _ {- • s ;.. . . I . P I ..... ._. BUR�GER�KIR� 1 c I ort 1 • I ! L CULAT E D BY 'KEW I r I. 61 II' RICHA D$ BNGiNEEIRINGIINC 1 , 1 I 541.8 1 0 W E S T T O E SUITk 2 1 0 SU GFiN! QA D, 741 1 D 1 2 �2 ] i PE ! > 7-0129 RAT 541.567.00133' 1 f 1 I ; i 1 I 1 SEISMIC !RESTRAINT' ND`ANCHOR4G ••Oh MEpKANICAL UNIT I . _ _ _ I i ; .1 -L...4 I i- I -1 UNIT INrORMAT ON 1 i 1 1 1 I . I i ..- .. .. i I. I _. • L... 'UNtf 'WOG I 1 i .1 ,899rLBSl • i r - .._ I I I �._. S IHEIGHT147 "1 : WIDTH 53 I I . IUNI DI EN ION I i 1 1 ILENGTH 89 , i 1 !Ili : - .C: T- - 1 2#'= -(EST- - • }} r - �1 - -.1 .� I I 1 -- � 1 , 1 � 1 1 1 1 1 i 1 r -- t I CURB II .FOI3MATIONi ' I I I i - . ---. I - I i 1 I I 1 F I i DESIGN CRI RIA: ... 1 i i __ I _. I + , 1 1 1 It8C Ei5MIC [DESIGN 0, S iTE CLASS D - Ss� - 0944 r I I , SSA ;22 i ISms = (4941x 1[122 1 059 Sds `= 2/i3 X'1.0 9 = 0 706 I SEISMIC FORCES Fa 1 1 I i • L -._ �P 4 • 1 1 IZ /HI = 1 __....._j liP =11 � iRp = 2.5 I 9 I I I i ..... i I I 1 ' i 1 _ , - I . . B I 9 I i r P 13 ; (a 1,4 X Sd x 1 / 4] -X 261-1 W I . 1 .._ I I . f l ap Q g } 1x E .. } p _. _ _ I t• ... i ( ' 1 • _ 1 1 =(0.4 *1 O.T06 1 /2.51)X'(1±2X1)XWp ii! _ , I 1 � . , I 1 _ =_O.39X 3 8 , = 1305 E-+ CONTROLS j - i I I I. � ... I -._ 1 . - _ I ^ - y Fprr in = 1 0.31 X S XI Ip )G Wp = 0 :3 X!0.58 X 1 X Wp =10.178 X1 Wp I . 1 C I I I 1 - f t = - _- _._ : __ I ! 1 .... IFprriaus..= _ 1..6 X Ss X .I p W = 11.6 X O 5 L X. 4_98. Pi T . I. - - .._ _ - I l- l I 1 1 1 i i ... I . OV .O.._P&QM NT....... i_ -_. 1 :. ! • _ . 1 . ' j 1 OM�0. 7Fp;XHT 1 I i • 1 -� l 1 ; 1 r } i 1 , = . - 0 7 •X 305 .... .X ...24' = 5 :1 itV K AT •CURB - -l. 1 .1- .._ _.- . _ • ----� _ ,... _ 1 L _.. I= 0.7 X 305 X 118` + +24 # 9.0 INK AT ROOF I , I -! 1 ._..._... RES i I , l I I STING MOMENT 1 1 ' 1 I t I l__ _J. _J I _ (WP /I z_) X (0.6 - (0.14 x sds)� X .L ID 1 1 L • • 1 1 : I , = (- 8991-/2 X (� 6 (0 14 XI 0.706))IX 53" --} 1 _ . _ . = 11.9 ' I I ! I .i . 1 1 i 1 il l .1 , lANdHORAG • FOR 04ERI;T RNING I 1 j I 1 ;. 1 • . __ f (OM ) /V . _ » I . 1 i ..__ i Jr- j = (5.1 - 111.9) / p3 - .128 A�' CURB, ;THEREFORE, NO NEII TENSION - _._._ _ - -- I ... I I ; a 9, Q . _ t •t -/ 3 • A55 K AT ROOF 1 ORE NOi NE7 TENSIQN (a -) 5 I , THER r H--i _..I - i.. - -I - -, i I � - i 1 I i 7 1 I ' I 1 .COtiNE Ttt3 - UN) T T O C I URB ._ ._... .. r .. - ... ... _ i _ - f ' - a - - -- ---- t - - - I -- . i i..... .. __ __.-- -1..._ ' 1 1PR IDE 2 CON 4NS EA SI OFF UNIT ; ' I - V b.7 X30 LB /4 53 LBS ER. _ 'CONNE IOI 1 I ! 1 1 . ... -...1 L I - - - ._ 1. r i I � , • 1 ..1 F 1 I r - - -- I I I 1 -. � 1 I i ...- .... _.. - - , , 1 4 I ! I I 1 I USE14'X16 A CLIP / ) 1 SCREWS l OK FOR 2 XI 341#/EA S R S I I • I � I b i- _ I __ } i - i I : I � _ I � - --j- -- i � - - -. I ! - -� - 1.- ,- T - _... 1 . � i ._ ;._. _ ... 1 f - I.. _. - -- - - - - L I 1 1 I I I 1 1 I 1 I I I I i .1. I 1 1 I 1 1 i..._ -._ ... 1 -1- .... , i I I i I I � I I I Jul 26 2007 8:39RM M.R. Richards Engineering 541 - 687 -0133 p.4 Project Name = Burger King, Tigard, Oregon Date = Wed Jul 25 16:37:38 PDT 2007 Pootae 2 Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code = 97223 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Centroid Sa (sec) (g) 0.2 0.944 Ss, Site Class B 1.0 0.340 S1, Site Class B Period Maximum Sa (sec) (g) 0.2 0.971 Ss, Site Class B 1.0 0.347 S1, Site Class B Period Minimum Sa • (sec) (g) 0.2 0.907 Ss, Site Class B 1.0 0.334 S1, Site Class B Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code = 97223 Spectral Response Accelerations SMs and SM1 SMs = FaSs and SM1 = FvS1 Site Class D - Fa = 1.122 ,Fv = 1.721 Period Sa (sec) (g) D.2 1.059 SMs, Site Class D 1.0 0.584 SM1, Site Class D Conterminous 48 States 2003 NEHRP Seismic Design Provisions 7in r.rriw = P79 SDs = 2/3 x SMs and SDI = 2/3 x SM1 Site. Class D - Fa = 1.122 ,Fv = 1.721 Period Sa (sec) (g) 0.2 0.706 SDs. Site Class D 1.0 0.390 SDI, Site Class D Jul 26 2007 8:39AM M.R. Richards Engineering 541 - 687 -0133 p. 5 Proposal ®.ecs-o J Mane A Didion of American Standard Inc. cROPPIE-T;^f;YANC- CONi`IL:JE'N -IAi- fir oPEs'7 C >.! ?`r E1 iv I.7 C OTHER THAN' TfiE: NAMED RE JF'IEP'JT iS P 1;73 t � +. e l1OJ] Ameia.d.r; .irrlilf.!af A s` o:3r- !11o'!$d Prepared For: Date: May 09, 2007 KAIZEN FOODS Proposal Number: H4- 55833 -1 Job Name: Engineer: .J BURGER KING #5282 Delivery Terms: Payment Terms: Freight Allowed and Prepaid - F.O.B. Factory Net 30 Days Trane is pleased to provide the enclosed proposal for your review and approval Tag Data - Unitary Gas/Electric Rooftop Units (Qty: 2) Item Tag(s) Qty Description. ' Model Number Al RTU 1 & 2 2 8.5 Ton R22, PKGD Unitary Gas/Electric YSC102A3RMA- 000000000090 - - -D Product Data - Unitary Gas/Electric Rooftop Units Item: Al Qty: 2 Tag(s): RTU 1 & 2 OX cooling, gas heat Standard efficiency Convertible configuration 8.5 Ton 208 - 230/80/3 Micro- processor controls 3 ph Medium as heat capacity (PLEASE CONFIRM ThIS IS OK) Manual outside air damper 0-50% (Fld) z • ci 9E81 - 04,17 - 60S sIA.Jer auoI e1 dLT : T T LO ST FeW . Jul 26 2007 8:39AM M.R. Richards Engineering 541 -687 -0133 P. 6 BURGER KING #E2132 May 09, 2007 Unit Dimensions - Unitary Gas/Electric Rooftop Units Item: Al Qty: 2 Tagis): RTU 1 & 20 -TOP PANEL EVAPORATOR s'CTION AOCE95 PANEL ' i- CONDENSER FAN i 1 CONDENSATE DRAIN 4 rrk �••• i 1 314'•14 NPT DAL. HOLE \ \ r�I / :: - CONDENSER COIL '-'•.. 27 6/6' "_ `:ice: 011 \ �• ` ;.; y l'+ ONIT CONTROL WIRE T(5 DIA. HOLE 477/8' Y � ._ __ - ERVICE PORT ACCESS 1 /B'•DIA.HOLE �: '`\ UNIT POWER WIRE \ 1 . , ► . \ ONTROL AND COMPRESSOR ACCESS PANEL --Gas CONN6cTl0 N 3518' __,17 1f2 -v- 9 7/6" r- 171/Y -.- ISOMETRIC- PACKAGED COOLING v 1,- 1 — LMT HEIGHT i A I e 1 S TONS STANDARD HIGH EFFICIENCY i7.5 TON ST EFFICIENCY iI 40 718" la 1 �� _ J1407/8" j'181,Q' 1 32 V8" 33• L7.5 TON HIGH EFFICIENCY 11 48 7AT• I f 241JZ" RETURN i SUPPLY t/ /t . Utt X8. AND 10 TONS STANDARD AND HIGH EFF■OE1/CY jt 48 7/9 jI 241ir V k %kw/ )fli) ......„, // - THROUGH THE BASE ELECTRICAL 4 5/B' 3/4• 41� ._ y i x /4 "'"' ar 59/8• 1 - -- 27SB " - -- AIR FLOW 10 71B^ -- THROUGH THE BASE GA9 - 40 3.4" -- -- DOWNFLOW -PE NETRATI ON .?, 5.`., ��,`+:?', 32 114 RETURN A Do ' >? .6 �,�? y �� :ta - `" — 330. �P - a•:Gi • ;<!>): .� ° . ;$ < 29 7/8' ? • •l -4 c:,;<f W. SUPPLY - + HORIZONTAL . 5 2i <2y # cif k.Yj .c�:w:; :f ' • \ c pJ; AIRFLOW ■�_ ""�� M��.��_ �� ° q°.. �_i.._I. S h e _ = 1 ;i� �� . k-- 19 1/4" 93/8" 16314 ^ --.. 137/6' II 45/5451 mei - -� 5 s6• . - 53 1/4..---. -- .4 HORIZONTAL- PENETRATION RIGHT- PACKAGED COOLING 6 ' d 9E8T- 21...b-EOS Singer 1. uvW e dLI GO SI ReW Jul 26 2007 8:40RM M.R. Richards Engineering 541 - 687 -0133 p.7 PRODUCT DATA American Standard Inc. Weights "col • . Table 164. Maximum Unit and Corner Weights (Lbs) and Center of Gravity Dimensions (In.) Gas /Electric Unite only . Unit Model Basic Model Weights (Lbs)li),(ll) Corner Weights (Lbs)(") Center of Gravity (In.) Tons Number Shipping Net A B C D Length Width 3 YSCO36A 572 480 151 124 96 109 32 19 YHCO330v) 627 537 159 139 126 111. 32 19 4 YSC048A 597 505 159 130 108 109 33 19 ' YHC0430h') 669 577 167 144 139 127 32 20 5 YSC060A 614 522 169 134 105 114 32 18 YHC063A0") 704 612 180 151 144 137 32 20 6 YSC072A 878 735 249 193 132 161 39 21 YHC072A 915 772 249 198 141 184 39 22 7V: YSC090A 963 820 273 208 146 193 38 22 YSC092A 965 822 277 222 147 175 40 21 YHC092A 1066 9 3 306 243 165 210 39 22 SVz YSC102A 1042 899) 297 243 165 194 40 21 YHC102A 1100 957 310 252 175 220 40 22 14 YSC120A 1063 958 317 261 177 202 41 21 YHC120A 1203 1060 342 277 197 245 40 22 0) Weights are approximate. (a) Same as above. NO Corner weights are given for Information only. (N) 13 SEER Table 155. Factory Installed Options (FOPS) /Accessory Net Weights (Lbs)(l), iii) Net Weight Accessory 3 -5 Tons 3 -5 Tons 13 SEER 6 -10 Tons Barometric Relief 7 7 10 Belt Drive Motor 38 38 — Coli Guards 12 12 20 Dehumldiflcadon (Hot Gas Reheat) Coil 15 15 25 Economizer 26 26 36 Electric Heaters( 15 15(iv) 15 Hinged Doors 10 10 12 Motorized Outside Air Damper 20 20 30 Manual Outside Air Damper 16 16 26 Novar Control 8 8 8 Oversized Motor • 5 — 8 Powered Convenience Outlet 38 38 38 • Powered Exhaust — — 80 Roof Curb 70 70 115 Smoke Detector, Return • 7 5 7 Smoke Detector, Supply 5 4 5 Stainless Steel Heat Exchanger(V) 4 4 6 Through the Base Electrical 8 8 13 Through the Base Gas 5 5 5 Unit Mounted Circuit Breaker 5 5 5 Unit Mounted Disconnect S 5 5 (I) Weights for options not listed are <5 lbs. 0'> Net weight should be added to unit weight when ordering factory- installed accessories. 1 Applicable to Cooling with Electric Heat Units only. (Iv) Applicable to Cooling and Heat Pump units only. (") Applicable to Gas/Electric Units only. 13- 1332 -03 127 • pl... V d C c UI N 0) o NOTE: THIS SHEET MUST SHIP WITH UNIT. CONTRACTOR IS TO VERIFY ADAPTER DIMENSIONS PRIOR TO INSTALLATION p- m �' 0 3 r r V I . hn 49 + d 3 Q 46i 3 xi • 0 111 I 1 ft xi T ■ C+ O ■ d 7 -I d 1 •••• a • N m SUPPLY / / �\\ RETURN (D r-------:-- 83g ■• eV I5 UI - O ` 4) Lfl B ' N 0) 7 6 _ 7 i m OD i I C z� Ic cn.l uriw CO I �� K CC -022 ICY KCC INTERNATIONAL � to BELDEN 9 /14/2001 DATE Ir.FT EY t REVISION °f «n OF A • . co ok Gli Jul 26 2007 8:40RM M.R. Richards Engineering 541 - 687 -0133 p.9 • , i 1 W . i ' PROJQ T I f C M R I R I CHA►RDi EN I INEE ; i s CULATitD i k� ST 13th AVENUE 1SUITH 210 [UG�MC o p 74Q ! ' D , ► TE I I t A7 r I 1 4 I .697-0 1 29 1 .... FAX 041-087-0112 1 i . -. 1 ! t f 2 Q / 1 RAGE 1 I I i i I ! � j _ I__ __ 1 f ! i ...... _ I I .. _. _ • I ._._. _... .. !- 1 L.. I i _._ ...a I i I I 1 . /. !}! / _',_� clP.,rP_ mac' 6�.',l� [ _,E/ t I 4 I I I i 1 ! I .� e,06 es: _> j! r_. . ! T ed' � 1 t '4. r , i I 1 I ! .. I I I ! I I r f yam'/ , ,, J,� I r I .. I i i G 1 � 6�/ � L I i -I I ! f l y ' I ... 1 .. I. _ . ........ - _ ter � i i I _ a i 1 - -; + 1 i i { I 1 I 1 I ,. , — INOTE:; THIS Sh-lE4�T UST SHIP ;1� /ITN UNIT `t - C NT AC fOf2' f5 TO v RI Y ADAPTER 171MENSIi NS PRIOR TD INST !LLpTIQN ..,,_ ,, I i 1 r �. i L ._,.,,. 1 , ; _, I I I I 1 l ; ; i ._ - - , .,,,.„..,...., ,„,, ,: , ; , i i 1 1- I i I _ ; ! L ' , I i I I 1__I• i I I... 1 i 1 I �i • 1 , 1 i I .. I I I ._ . ..... ... .. ....... I 1 . —._. i ;....._.. ( --- S UPPI T Y ...._ I li -�\ IRE I TU N i _- 1_ -. , I 4 I i i 7 I 1 I I, r I ba i I I 1_ ... I. _ 1 : _. -- �_ _ I _ - - - -4- - -- r - - -; .. ! .......' _ . 1 ..... I 4;: 1 CC 1 u °"„'°'� n. l . I I I K C 22 ' I I _..—. L . T �_. E TIC:VAL I I .. „ " ! _— ' .. j. ....._ ._. _._ ..... — � B • . ,a i 1.__. I ;t 1 ! I - I I P 1 H I . -_... 1 i 1 1 i -.._ I 1 I I I 1 I ' .r ' I 1 I 1 I I 1 1 1 i { I_ -.. I ...- Jul 26 2007 8: 4inm M. R. Richards Engineer ing 541-687-0133 p . 10 . .) i :• ; 1 , PROJECT . • • ::::. ,:! ■ - ! -, -I • ---- i5...1,----- , , r"- • , -,- , 1 • ••,•,•10, 7 - oe?-0, 41 -----1.-- , :.;1'6...,.. ,L;::: _.. _ ... i -------- r --1 4 1 _ --1- --; i I I CALCULATED by . ! lhdi R 1 RtCHARD ENG1MEE 1 RINGINC 1 • 1 _. ,_ . I i i --1- 1 weFr 13thAVENO 6 !SUITE 2 ID EUGENE OR 744,1 ; I DATE ! 1 " -1 , [ 1 461i 1 1 1 541-687-04291 RAX 541-421)7-01 .1. , 4-7• Z PAGE ! i I , !Aito 00fr4 e. .1_. , • , 1.. J... ; . , . 1 , ; • , I , , , , , • • , : , -,- --t•- --- ; ; • r i I i 1• - ; : .1 I I I 1 • • I ! 1 1 ! 1 . : 1 I , • , ! 1 I t i 1 i ! , , J Cl2A4, iCite i 1 1 1- ■ ; 1 --.4 I t 1 , , I 1 . ! i Je; 0 er I "0 I Air I i i ; , , 1 I I ' . , , 1 I 1 1 1 • 1 . ! -...! i , __—, - 4-- 1 1 '"'" t- , ._ -- • - — r , eel, - 1 I ; 1 1 . : . 7 --- - 1 . . I i I I - - — I - 1 ; ; . . . .I . 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I 1 I 1 roposai VIR Trane A Division of American Standard Inc. PKC DiSTRi3 FC ;° i'LEC.ri'/ENT EL; Prepared For: Date: May 09, 2007 R7„er KAIZEN FOODS Proposal Number: H4-55833-1 JUL 2 4 /007 Job Name: Engineer: BURGER KING #5282 BU1L'3W SION Delivery Terms: Payment Terms: Freight Allowed and Prepaid - F.O.B. Factory Net 30 Days Trane is pleased to provide the enclosed proposal for your review and approval. Tag Data - Unitary Gas/Electric Rooftop Units (Qty: 2) Item Tag(s) Qty Description Model Number Al RTU 1 & 2 2 8.5 Ton R22, PKGD Unitary Gas/Electric YSC102A3RMA--000000000000----D Product Data - Unitary Gas/Electric Rooftop Units Item: Al Qty: 2 Tag(s): RTU 1 & 2 DX cooling, gas heat Standard efficiency Convertible configuration 8.5 Ton 208-230/60/3 Micro-processor controls 3 ph Medium gas heat capacity (PLEASE CONFORM THUS OS OK) Manual outside air damper 0-50% (Fld) BURGER KING #5282 May 09, 2007 - Unit Dimensions - Unitary Gas /Electric Rooftop Units Item: Al Qty: 2 Tag(s): RTU 1 & 2 . TOP PANEL EVAPORATOR SECTION ACCESS PANEL - � CONDENSER FAN CONDENSATE DRAIN ) \ \\ �(( / /IOM ■ 3/4 " -14 NPT DAI. HOLE ,\ ((( \ ._\ ``�- /`: -- ` `` CONDENSER COIL 4 1/2" \\ ,,, -+ UNIT CONTROL WIRE 7/8" DIA. HOLE 47 7/8 ��® 0 , ,...... ..V .40 ,,,-"" -- -SERVICE GAUGE PORT ACCESS 1 3/8 DIA. HOLE \ . \. ` / e UNIT POWER WIRE ti `- CONTROL AND COMPRESSOR ACCESS PANEL -GAS CONNECTION 35/8"-I L -- 1712 " --.- 97/8" - 17 1/2" - ISOMETRIC - PACKAGED COOLING 4" J } ` I UNIT HEIGHT II A II B ///rr 16 TONS STANDARD HIGH EFFICIENCY 11 40 7/8" 11 18 1/2" 1 17.5 TON STANDARD EFFICIENCY 11 40 7/8" 11 181!1 1 321/8 33' SUPPLY /' / /�� 17.5 TON HIGH EFFICIENCY 11 46 7/8" 11 2412" 1 RETURN ., H , �t[S > tl 18.5 AND 10 TONS STANDARD AND HIGH EFFICIENCY 11 46 7/8" 11 24 1/2" 1 L . , / THROUGH THE BASE ELECTRICAL 4 5/8" 2 3/4" ( 4 1/8" i 1 I ) J 3 3/4" 6 1/2" 53/8 o- 4 Y AIR FLOW - 27 5/8" - 10 7/8" o- THROUGH THE BASE GAS J 40 3/4"- --- DOWNFLOW- PENETRATION 32 1/4" A RETURN - HORIZONTAL SUPPLY 23 7/8.. AIR F LOW MOS 1 a — 9 5!8" ' OO I I O O 4" 55/8" If f � 1 4 3/ __ d t' I i ��. �� • � I 4 L 1 91/4" 9 3/8" , - 163/4" ----I t- 3 7/8" 4 V4" 5 5/8" - -_- 88 5/8" 75/8" N' 53 1/4" HORIZONTAL - PENETRATION RIGHT - PACKAGED COOLING • BURGER KING #5282 May 09, 2007 Unit Dimensions - Unitary Gas /Electric Rooftop Units Item: Al Qty: 2 Tag(s): RTU 1 & 2 �`<<` ,>> 111 ■ ■ RETURN 7 " ...%.. 71 3'''' ''' Q 3/4" -14 DIA HOLE / CONDENSATE DRAIN O o 27 5/8" \ 4 3/4" ISOMETRIC - PACKAGED COOLING BURGER KING #5282 May 09, 2007 ' Unit Dimensions - Unitary Gas /Electric Rooftop Units Item: Al Qty: 2 Tag(s): RTU 1 & 2 ELECTRICAL / GENERAL DATA 'GENERAL 12114861 HEATING PERFORMANCE Model: YSC102A Oversized Motor HEATING - GENERAL DATA Unit Operating Voltage: 187 -253 MCA: N/A Model: Medium Unit Primary Voltage: 208 MFS: N/A Heating Heating M M ode (Btu): 150,000 diem Unit Secondary Voltage 230 MCB: N/A Unit Hertz: 60 Heating Output (Btu): 121,200 Unit Phase: 3 DER: 10.1 Gas Inlet Pressure • Standard Motor Field Installed Oversized Motor Natural Gas (Min/Mix): 4.5/14.0 MCA: 45.1 MCA: N/A LP (Min /Max) 10.0/14.0 MFS: 60.0 MFS: N/A 34 MCB: 60.0 MCB: N/A Gas Pipe Connection Size: INDOOR MOTOR Sandard Motor Oversized Motor Field Installed Oversized Motor Number: '1 Number: N/A Number: N/A Horsepower: 2.0 Horsepower: N/A Horsepower: N/A Motor Speed (RPM): 1,750 Motor Speed (RPM): N/A Motor Speed (RPM): N/A Phase 3 Phase N/A Phase N/A Full Load Amps: 6.30 Full Load Amps: N/A Full Load Amps: N/A Locked Rotor Amps: 48 Locked Rotor Amps N/A Locked Rotor Amps: N/A COMPRESSOR Circuit 1/2 OUTDOOR MOTOR Number: 2 Number: 1 Horsepower: 5.1/2.8 Horsepower. 0.75 Phase: 3 Motor Speed (RRM): 1,075 Rated Load Amps: 18.6/10.3 Phase: 1 Locked Rotor Amps: 128.0/77.0 Full Load Amps: 4.0 Locked Rotor Amps: 9.4 POWER EXHAUST ACCESSORY (3) FILTERS REFRIGERANT (2) (Field Installed Power Exhaust) Type R -22 Phase: N/A T 7hroaway Horsepower: N/A Furnished: Yes F Factory Charge 7 9 Motor Speed (RPM): N/A ' Number 4 4.0 Full Load Amps: N/A Recommended 20'x25'52' Ciruit #2 Locked Rotor Amps: N/A NOTES: 1. Maximum (HACR) Circuit Breaker sizing is for installations in the United States only. 2. Refrigerant charge is an approximate value. For a more precise value, see unit nameplate and service instructions. 3. Value does not include Power Exhaust Accessory. 4. Value includes oversized motor. 5. Value does not include Power Exhaust Accessory. 6. EER is rated at ARI conditions and in accordance with DOE test procedures. • r _ DATE: PROJECT NO.: 04. June 22, 2007 615 -041 W ,� � 1 \ ATTENTION: Carl �� ,_ eP � -=rr � . 4. . RICH DS ENGINEEpING INC �- b 541 -687 0129 FAX 541-687-0133 AVENUE, S1 EUGENE OR 97401 TRANSMITTAL J UL 2 4 100/ www_mrrirhard5.rom CIT'" - ""^n RUfr.DiNc f � , Burger King Facilities ' Burger King h € "i 16500 NW Bethany Court P.O. BK6654 Beaverton, Oregon 97006 WE ARE SENDING YOU THE FOLLOWING ITEMS: ® ATTACHED ❑ LETTER /MEMO ❑ SPECIFICATIONS ® CALCULATIONS ® COPIES ❑ DRAWINGS ❑ DOCUMENTS ❑ RFI NO. ❑ ORIGINALS ❑ DISKETTE ❑ PRINTS RETURNED ❑ DETAILS AFTER LOAN ❑ SHOP DRAWINGS: ❑ NO EXCEPTIONS TAKEN ❑ MAKE CORRECTIONS NOTED ❑ REVISE & RESUBMIT Q REJECT s It ;� € '�'r »,.Era -� �F a • �,�i I �. �',� �,a�'Y�cLc.� a ,+�`�� ti5 �,��r,J�:'�° �4 �4"S a' '��!�`: {�' i 1° ., 74 k � -: ' � �p� �x5'"t.' E '�b'E�-� , t+"e 7 • m � l NON +' N . ,- ;,- m , . �& .,a„�,O ` „^ a rvo-ts �" ( r a i d ; t" Tini' � ,, �� k� ,� �, �D��TE�,' �` �.r�r`;:��VO r: ,�� D�ES�C�RIPTION �,� � �,�"'�� h .� �� r �.�<,;, s .tt¢ � ��'�� '�n .a'- .�_ ,�...... w ?�za. , ..a<t.,.� °� # a iron' i3w7t. . ° r ' +✓F .� '`h. t -e.,. l L.:A`uTaT.. ��givisi r .� ^r o' �k :�..i."`� ' h�.�t3�,- ;, . .aria £SzriFfi� 1 Set Structural Calculations g l t �€ 3 �s :. MM , \'f e.,�r x a r ik fi r-, . REt c a E ISAe 1 .' °: Z s4e,,'r`.*e ` re? , „".. trg , E s ' �ADDITIONAL�REMARKS.� ��,�.:�'��:.a.�,��x� ��.� � �,,�,�.�.'� ;�. _ ��..�:._� -:�.� .Fa�� ,.� .�.�. �� ..:��..,;��a��.�,�� ,.'��.�� COPY TO: FROM: Kevin E. Wilger, S.E. MgQiria D EN G I N EE R IN G INC 100 WEST 13th AVENUE, SUITE 210, EUGENE OR 97401 541-687-0129 FAX 541-687-0133 www.mrrichards.com STRUCTURAL CALCULATIONS BURGER KING MECHANICAL UNIT REPLACEMENT <, cs 3 15945 NW Cornell ; 1 1421 ;2 ;. Beaverton, OR �- ' MRR Project Number: 615 - 041 %. , y t s' c, s \"&i f '?. RENEW: 12 -31 -083 Prepared For: Burger King Facilities June 26,2007 4 E D S ENCaINEE' IPIG INC 100 WEST 13th AVENUE, SUITE 210, EUGENE OR 97401 541-687-0129 FAX 541-687-0133 www.mrrichards.com Burger King Mechanical Unit Replacement Structural Evaluation Summary: Two existing rooftop mechanical units are being replaced with two new units. This evaluation is for the review of the exiting structure's ability to support the loads, and to provide seismic anchorage details for the units. For our use in this review, the Owner has provided the original construction documents for the building to Richards Engineering. The structural drawings were originally done by Albert R. Kenney Jr., P.E., and titled "Burger King for Restaurant Management Northwest & Joe Angel ", with a final revision date of 8/4/86. Information for the new units provided for this review is as follows: Unit Al (unit tag RTU -1) 5 ton capacity Model Number — YSC060A3RMA Basic unit net weight — 522 pounds Unit A2 (unit tag RTU -2) 7.5 ton capacity Model Number — YSC090A3RMA Basic unit net weight — 820 pounds New sheet metal curbs are being installed with each of the new units to adapt them to the existing rooftop mechanical curbs. The weight for these new sheet metal curbs has been provided to us as not to exceed 200 pounds each. Findings: The existing Roof Framing Plan shows the design weights for the original rooftop mechanical units used in the design of the roof trusses supporting them. These values are shown on page 2 of these calculations along with a reduced partial roof framing plan. The new unit Al will replace the original unit AC -1, and the new unit A2 will replace the original unit AC -2. Both new units and their adapters weigh less than the original design loads documented on the drawings provided. Therefore, the existing roof framing will be acceptable to support the new mechanical units. A detail for attachment of the new mechanical units to the curbs is included in this package. The installer shall contact Richards Engineering with information regarding the connection of the existing curb to the roof at the time of the installation for our review. Sincerely, Kevin Wilger, S.E. Senior Engineer PRODUCT DATA cy American Standard Inc. 3 Weights Table 153. Maximum Unit & Corner Weights (Lbs) and Center of Gravity Dimensions (in.) Cooling with Optional Electric Heat Units only Unit Basic Model Weightsli>,( Corner Weights(s) Center of Gravity (in.) Tons Model No. Shipping Net A B C D Length Width 3 TSCO36A 501 409 132 104 79 94 31 19 THCO33A 566 464 140 119 109 96 32 19 4 TSC048A 526 434 140 110 91 94 33 19 THC043A0v> 598 507 147 124 122 112 31 20 5 TSC060A 543 451 149 114 88 99 31 18 THC063A 648 557 167 135 130 125 31 19 6 TSC072A 824 681 236 177 119 150 38 21 THC072A 861 718 235 182 128 173 38 22 71/2 TSC090A 897 754 257 188 129 180 37 22 TSC092A 899 756 261 202 131 162 39 21 THC092A 1000 857 289 222 148 197 38 21 8'/2 TSC102A 978 835 281 223 149 181 40 21 THC102A 1036 893 294 233 159 207 39 22 10 TSC120A 1023 880 298 238 158 187 40 21 THC120A 1125 982 323 253 178 229 39 22 (0 Weights are approximate. 00 Weights do not include additional Factory or Field Installed options /accessories. For option /accessory additional weights, reference Table 155 to be added to unit weights. 00 Corner weights are given for information only. 1i "> 13 SEER CENTER OF GRAVITY LENGTH A /may( B CENTER ( /� 1 GRAVITY J 6 / WIDTH J 0 C CENTER OF GRAVITY • 13- 1332 -03 1 PRODUCT DATA 4 American Standard inc. Weights Table 154. Maximum Unit and Corner Weights (Lbs) and Center of Gravity Dimensions (In.) Gas /Electric Units only Unit Model Basic Model Weights (Lbs)('),(ii) Corner Weights (Lbs)( "') Center of Gravity (In.) Tons Number Shipping Net A B C D Length Width 3 YSCO36A 572 480 151 124 96 109 32 19 YHCO33A0v) 627 537 159 139 126 111 32 19 4 YSC048A 597 505 159 130 108 109 33 19 YHC043A0v) 669 577 167 144 139 127 32 20 5 YSC060A 614 GO // 169 134 105 114 • 32 18 YHC063A0v) 704 612 180 151 144 137 32 20 6 YSC072A 878 735 249 193 132 161 39 21 YHC072A 915 E. 249 198 141 184 39 22 7' YSC090A 963 CD 42 273 208 146 193 38 22 YSC092A 965 822 277 222 147 175 40 21 YHC092A 1066 923 306 243 165 210 39 22 8 YSC102A 1042 899 297 243 165 194 40 21 YHC102A 1100 957 310 252 175 220 40 22 10 YSC120A 1063 958 317 261 177 202 41 21 YHC120A 1203 1060 342 277 197 245 40 22 (') Weights are approximate. (") Same as above. ( Corner weights are given for information only. (iv) 13 SEER Table 155. Factory Installed Options (FIOPS) /Accessory Net Weights (Lbs) 1i' Net Weight Accessory 3 -5 Tons 3 -5 Tons 13 SEER 6 -10 Tons Barometric Relief 7 7 10 Belt Drive Motor 38 38 — Coil Guards 12 12 20 Dehumidification (Hot Gas Reheat) Coil 15 15 25 Economizer 26 26 36 Electric Heaters( 15 150v) 15 Hinged Doors 10 10 12 Motorized Outside Air Damper 20 20 , 30 Manual Outside Air Damper 16 16 26 Novar Control 8 8 8 Oversized Motor 5 — 8 Powered Convenience Outlet 38 38 38 Powered Exhaust — — 80 Roof Curb 70 70 115 Smoke Detector, Return 7 5 7 Smoke Detector, Supply 5 4 5 Stainless Steel Heat Exchanger(v) 4 4 6 Through the Base Electrical 8 8 13 Through the Base Gas 5 5 5 Unit Mounted Circuit Breaker 5 5 5 Unit Mounted Disconnect 5 5 5 (') Weights for options not listed are <5 lbs. ( ") Net weight should be added to unit weight when ordering factory- installed accessories. ("') Applicable to Cooling with Electric Heat Units only. ('v) Applicable to Cooling and Heat Pump units only. (v) Applicable to Gas /Electric Units only. 127 13- 1332 -03 • PRODUCT DATA C`. American Standard Inc. Dimensional Data TOP PANEL EVAPORATOR SECTION ACCESS PANEL O .' \ CONDENSER FAN 1 / W ti / el9 /MY t i IOU IU o IIII ALTERNATE_ I III 34.1 LL DLADLE ; S IIIIIIIIIp I ,; i QI IIIIII �• CONDENSER COIL 4 ® II IIIIIII I III - U tITCONTRDLWIRE ��I n 7Ar A LA DIDLE ?S 4 ‘ .,;11.1eolljAIIII SERVICE OPOGE PORT eccesa I 30199A1) DIA HOLE 17 Yu 417 14 111, UNIT POwEAM r • 4 11 U POWER ER LADLE 1 555 YY 1 N I /1 2241/11.411 112(( 44 10 NPT OAS CONNECTION CONTROL AND COMPRESSOR ACCESS PANEL Figure 2. Cooling with Optional Electric Heat and Gas /Electric Models - 3 -5 Tons Standard Efficiency Low and Medium Heat; 3-4 Tons Low and Medium Heat -13 SEER * All dimensions are in inches /millimeters. * *1/2 NPT Gas Connection = (Y_C Models only); 2" Electrical Connection: Single Point Power When Heat Installed (T_C Models only.) TOP PANEL EVAPORATOR seanoN ACCESS PANEL CONDENSER FAN • '''Z'`,,,,, T ''II r \I P a� *a` u44 / ? Iv & I D6 M � � ALTERNATE ��,�\ ® V VI CONDENSATE DRAM 314 -L4P5' HOLE ` 11 1111111 �J'Rr C NDENSER COIL �-‹; ®o, IIIIUII,11'r 1IIIILI�u1- RA I HOLE 1s ;!T S 'V ' : ;oLE POWER PARE . 14f 4N r(e1MM)DU.HCI.E 143 1431 1 94 / M M 244� 112 /M4 /)A /gr /� i 1R NET OAS CONNECTION • Figure 3. ry Cooling with Optional Electric Heat and Gas /Electric Models - 3 -5 Tons Standard Efficiency High Heat; 5 Tons - High Heat - 13 SEER * All dimensions are In Inches /millimeters. * *1/2 NPT Gas Connection = (Y_C Models only); 2" Electrical Connection: Single Point Power When Heat Installed (T_C Models only.) 118 13- 1332 -03 PRODUCT DATA American Standard Inc. Dimensional Data • TOP PANEL EVAPORATOR SECTION \ CONDENSER FAN ACCESS PANEL \� f 1 nl 9iu(1(�� v r� 9 - 40 ' 1098 MM r 4 1R 1013 MM S ALTERNATE CONDENSATE DRAIN' `• ;® CONNECTION 3/4 • 14 NPT DIA. HOLE ‹11..- 19 12' l p4 • • ® 0 470MM 1 'j� I, CONDENSER COIL 701 27 M ; ' . 1UNIT CONT(22MM) ROL WIRE 72' DIA. NOLE 1772' � \ II I• . 1219 MM SERVICE GAUGE PORT ACCESS 2251 MM 2W MM ` v / "' � 4 11i I Y H. 9' (35MM) O HOLE 4* 1 9 MM 00 j 109 UNIT POWER WIRE 5 52 /8 1 3/W (35MM) DIA. HOLE 43MM 75/9 194 MM 53 1/4• 1/2 NPT GAS CONNECTION 1353 MM (30 mbh, 120 mbh); 3/4 NPT GAS CONNECTION (150 DIM, 200 mbh, 250 mbh) U4 Y �/7" A CONTROL AND COMPRESSOR � ACCESS PANEL Figure 13. Cooling with Optional Electric Heat and Gas /Electric Models - 6 Tons Standard and High Efficiency; 7 Tons Standard Efficiency * All dimensions are in inches /millimeters. * *1/2 NPT & 3/4" Gas Connection = (Y_C Models only); 2" Electrical Connection: Single Point Power When Heat Installed (T_C Models only.) TOP PANEL �\ CONDENSER FAN EVAPORATOR SECTION ACCESS PANEL \ 1q� � P rc- nnn 9 7/9' 1190 MM 4 1/4 I' 109 MN 44 ALTERNATE CONDENSATE DRAIN B 241/2 I CONNECTION 3/4 - 14 NPT DIA. HOLE -� ` Ill 922 MM \ B I 1 11111111111I� I i 1 / ONDEE 2 1 MM I I1IIIIIIIIIII�. UNR CON7ROL VARE NS T2• (22MM) C OIA. I RLE R COIL 47 T2" � IIn. 1219 MN �� SERVICE GAUGE PORT ACCESS BB 52' 244 MM �� I SW(35MMI OM HOLE 2251 MM A i r 62 � 4�19 99111 14 53 '!j 5132 UNIT POWER WIRE 132' (35MM) DIA. HOLE 43 MM 7 52 B1 MM ST 1/4' 1R NPT OAS CONNECTION 1353 MM (90 mbh, 120 mbh1. 3/4 NPT GAS CONNECTION 1150 mbh, 200 mbh. 2130 mM) CONTROL ANSI COMPRESSOR ACCESS PANEL Figure 14. Cooling with Optional Electric Heat and Gas /Electric Models - 7 Tons High Efficiency; 8 and 10 Tons Standard and High Efficiency * All dimensions are in Inches /millimeters. * *1/2 NPT & 3/4" Gas Connection = (Y_C Models only); 2" Electrical Connection: Single Point Power When Heat Installed (T_C Models only.) 122 13-1332-03 iviap or Latituae: 4 +J - J 1 min. 9+5 Jet:. LUllglluue: -ILL JV iV1111. JO Jet:., uy ivlaptluesl rage i ul I • r, Sorryl When printing directly from the browser your map may be incorrectly cropped. To print the ,=i entire map, try clicking the "Printer - Friendly" link at the top of your results page. • A Latitude: 45° 31 Min. 48 Sec. Longitude: -122° 50 Min. 36 Sec. Sorryl When printing directly from the browser your map may be incorrectly cropped. To print the -.'' entire map, try clicking the "Printer - Friendly" link at the top of your results page. z :i.r .•:.n7.ilc : . • ' ilk fly, 1.1:IOUy I r, I••■ FIvii ...l :b, ,2; r - ^4 rini5alc iii rt•f nell lt p • • - .S.kyview ho t.¢' Park • + ` •• ,. Co ;I.r :unite Fr.Y r i 7 Fti ' z b' z E to • n a 0 - c G • rha Ir Oa Ai U! Willow " i P 0 u Willow Creek Creek Nature /1.4, Nature Park Co rnell Rd Park Willow Creek Willow Creek Nature Park `I " Nature Park i' _ z Hosholsky £ rlc9a fe At Woods Park " low Creek — N i .V n Hy/ _fired l,' C' ., iiii mr r•iyii.n O.Y. _r. •r., - p.. o, r I: rr t al, o. ,': fi r'r iii, klucudgc ii, i Itoo In it, V.rtfL• r .ruvr rrl - O I nto,t , :e sc:.? .apCUa;1I c. ?20.37Nn /it° Mi :POUt C' All rights reserved. Use Subiect to License /Copyright This map is informational only. No representation is made or warranty given as to its content. User assumes all risk of use. MapQuest and its suppliers assume no responsibility for any loss or delay resulting from such use. http:// www. mapquest .com/maps /map.adp ?searchtype= address &formtype= latlong &latlong... 6/26/2007 LavLon Lookup uutput! rage i or i � ` 4'�� fi science'&& cdanging Iirarld LOCATION 45.530 Lat. - 122.843 Long. The interpolated Probabilistic ground motion values, in %g, at the requested point are: 10 %PE in 50 yr 5 %PE in 50 yr 2 %PE in 50 yr PGA 19.43 27.27 39.77 0.2 sec SA 45.19 63.06 108.17 0.3 sec SA 41.73 59.57 100.34 1.0 sec SA 18.42 26.59 39.03 PROJECT INFO: SEISMIC HAZARD: Hazard by Lat/Lon, 1996 6/26/2007 http: / /egint.cr.usgs.gov /eq- men /cgi- bin/find- Il- interp- 06.cgi PROJECT y, � , ,. f'/l1 T- . / • ' ,° .0 -1 , - , z , , ' dr l J CALCULATED BY 4 R RI'CM.ARDS ENGINCCRING :INC ,, ` e` 100 WEST 130 AVENUE SUITE 2 10 EUGENE OR Q740I I DATE 541-687-0129i FAX $41- 687 -0133 '4.-!..v . 7 PAGE F ! •, ,:' ♦''� r �L -1k .. ' ' / '><./. v C .; ''S 's -" ':; ;4', ' 5 .�' � ... * / v y £ I !,r L $1 3 1.^ ..'r . /CA `',- /.r) % .rG' ° -' ::7i J / . ,,:,✓'_ ✓ ' r r' r `" S • c1 rel _ 1. 0 1 r /l f�e!' t % 1' r W' 5 / °' p ,' , .4-'-''' ) ::, 5 1:5 - ,. fi r` C �d' .`-- ...�' .ro` .,. H y T ",'` ..^'�-/ % ''4 r _c _ r ,� .`' .. 1 " : 1 . I _ I • ,�� w'_ n a ... / ;::' -, .+ /Y 6- r: f' — .' r /12 ;vim" . L ; .', %" : ✓�,+' ^'' ... A7 -� :-sl„r2e2 � .'wi / ffs G' • .?„.....f . � f, s;`a • _.,4,-7, "' #`''C• ' !' t1 f.d .I . 47'2k') .'..��'�' .. ... . . • tom? () Ir ell 12 r_S -,-' ''''. (✓ / 7L x--- ` ,-,••• 4 ./.1. . ...1 / '` f • : / y z p .. (-/.. 4 ' ? „ e,C f ) i ! ( ` ( "5 . � . !,`� ' 1 ) ("A' , 5 /I..;: .1.) • • • • • S , PROJECT'"••' °�+ .�� ✓ /+ti' / >= yy .... . '\ : ` { \ ... ........ .... u� . y �✓4 d ` , .+^7 ,[' ` CALCULATED BY M R RICH&RDS ENGINEERING INC ;. . ✓/ 100 WEST 13thAVEHUE SUITE 210 EUGENE OR 97401 DA C r . 541-657-0 29 FAX 541-687-0133: ! <,� 4,/� - / PAGE T r. i i S , :, / 2 ,.r / - y + ) i .+.- . ''J "s? d 7 i,r. r . . fir r i s ry • ,._ ,r ?•'`�. '`fir ., / ;:k", ..... .... . 6 Ale.. ; ' /.} k " :! C . fi r t :d ...----.9`r- tf .41 q„rw c 'a. e,e:0 : :/� -t q .._ c _ ;2 ).. .✓ ; r . __. Vr Cam'46+ -- 1 fl °^� ,1 / -2 t i ''. y a 7 / ,' ) �5 ' G7 "! r- ' - /: , 1 a ? 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' • , . . . • . . i . . • . : : • : • • • : • • . . • • • : . . . .. . . : . . . . . . . . . , . . . . . . . . . . . . . . : . : . . . . . . . . . , : : ' • . : . . . • . .. . . . . . . . . • , • • . . . . . , . : • . . . : . . . .• . : • • , . . • . . . . , . • : . . . • . • : • Jul 11 2007 1:12PM M.R. Richards Engineering 641 687 -0133 p.2 E , r `- xr - r ^; PV,,, . -. 1 IOJECT 494d4 4T"i;.I�i . 6 +r /A,<F, ;._.___'..,...__t_.. ;1 :s, PR `�V D om/ i • 1 f. CAliC Ui,.AT bIF RICFI�ARD# 1(N GII4EERIoG:V ' • t HBC j 1 00 waPr 12m NiN1112 12117E 2 10 1102.0'3 OR 0740;1 dT C �� . 311 -0 7.01120 __ FAX 111.41-127-10133 • • l'" "T PAGE s?i . i • { i i. A'i! L1.1442 ede G4 "s' 'G . ,410, c ..seee •releg e.:. ; -- . i ' . - - i ; , ■ i ! e i , • -. T 2 ' e �,0 t?a��.a _- 4 --.. ��; � per.._ { . --- - ..._ a f ( 1 .... x __ a .� OJ .d t #t : vim, ; _ + ! _J* doer 1 7: ,41P A P eO rH .e 4 0.0*..... _.!___1....k ! I • I t ! ! 1 ..... _. I_. _: ... 04.. - � o.o.s_ I 24. ' / 4 a , r . 1 1 ..., , 1 ,,_ , :__.1_ _ : , 1. , i___t. - - --- : _ _ j ! 4_ I.. _.. litio.ite eFdtple2ke .4- , ..5 - 0.4s - 51 , 47‘ , _44.4 , 2 ,. . r .: i : , 1 i 1 1 , : i , * -/Flit{ i��°t"'�d'�, '� -[ I � i I I -.' I t -1 + ■ i .11 :;11 , i i Jul 26 2007 8:39RM M.R. Richards Engineering 541 - 687 -0133 p. 2 • bAEEEQm ,►, 214GIHI EISBING D 100 WEST 13th AVENUE, SUITE 210, EUGENE OR 97401 541- 687 -0129 FAX 541-687-0133 www.mrrichards.com STRUCTURAL CALCULATIONS PURGER KING MECHANICAL UNIT REPLACEMENT Tigard, OR • MRR Project Number: 615 - 053 . �4-:. ' f � . � ' 0111G• N 40 91f "g Prepared For: �' RIGNr Burger King Facilities RENEW: 12 - $y:e2 ° v July 25,2007