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Plans II EZ /GU gPL. Gc �z- 0N RorF. - F- . O u 6 T2 u5..5 �`/ 0 Da cg.J1,E2_ MgJvl- A/1(4i •Ai o��S oFPlce- A-L /,,� 1�q .2100 CFMy — Wpl ►pldueTf � Li —L.4r o.-6- Or-44 Iv A- coaIrAv.9 0Ar• _Roo il { c - 1.'f To hl — I - _-- (, ToN 6-as p k 0 N (Zook +o r' -. . _ ' ,, _-- 6 o o © . S.� rw h.✓ I /Al !El�COm. vtu ,dAc4(o �._ � 5- of ,4e��s -, o0isf. ?eov,/!E. #2z.; De ..- iX..;7 -. -- Zoo II . p 3r.�/ew ,5-...6.-_,E...( e...„ G� . /. R°cd, — SiS irc- •s'Is2.Re•vlf I� ' r -i r the Road , � ,s I , N F_ � � RECEIVED p,A_`-f .IN G. A ,,,n t c, - tL_. - - - - 'i ; .. AUG 4 2006 3.vsiwi( Pk.c Icsf .53,11+ •�" _ ._7 6 c,v,rv�,n..;l,c,4Ae ) CITY OF TIGARD BUILDING DIVISION — ----------- - , i Muss • c ,G :Pi�l S z.4,-s - �SYo O 3 PA — - - i ti ' 6 /ro "rd p .� Q Y� 8 Gam — 2 //O O � _. — - - -- ' ff:_ _____ ,_ W_ /6_o o o c3 t u s ylyDi All SfClD y AgEA- • ! T2.us5 1'' • . G_ I° ' - G - cys ,nere2 ❑ 7" wL __13 y b wool.) QEAM ( i - ") V /6 . z8 s s i (..) g5` Avri- - vtiv►7 302-- ( ifrg Duv 0 4M R 5')) ! i l -. 1 R a r-o 2it/ i CITY OFTIG v .. • 1 l am / .I5V.� - , '� 1 - l''' Conditionally Approved �[ '1 See Letter to: Follow ...„,...... [ Atta hed ....... ........ e l Permit Number: I ,4 . •. -00 cu - pke of w, Add�s . • g". *34:2 { eat 41' I G•aspAC% BY: Y" Date:: _ ED f N./b qq 9'F:BICw R� •$fSMiC RES('U4il - 22Sq G.eb [.AP : rd oc yArdoOrisei i ' � ; ,\.-- 5/1(2 1A91 5 - 4 IMF 2 sioT jill1111111.111M. ,I II \ /\ ACCESSORY DIMENSIONS- 580F036-073 ......._. ._, C.I'l • • 00 400 CONNECTOR . . . B . ROOF CURB 0 GAS • POWER CONTROL A • uNrr. SIZE '71 .• PKG: ACCY. : CHBTMPWR001A00 .. - - . • 9•• DR ALT AIN HOLE . : ' „ . . . ' or,'• 3 / 4 7 [19] NPT 14^ ACCESSORy 0 CA) . CRBTMPWR002A00 ' -• . . [ f`IPT 114 CRRFCURBOO1A00 " (31.7] , It 2 : 7 1 . [356) • 2 ,_ cr . . 580F036-073 ON . 1•- , 1c4": . -- 1 • CRRECURBOO2A00 • CREITMPWR003A00 1-i • [5511 [406] [44.51 (12. ,fhp i . 3 / 4 " [19] NPT ,,,./.. c.n 3/' " [1i7] " -:'-' ; • • -,- . ....a,. '"' CRBTMPWRO04A00 ' , , • • . - 4 1 ' 0 1 . 7 ) NOTES . '-. • . : [ [191 .NPT 11 ' , , .,, .. - . ., •• • . - .. . . • - • . ... ' 1. Roof curb hccessory is shipped dIsagtembled.. ' • . . - -- -- . 2. Insulated-panels ...... .--- .- -- , - _ 3. Dimension in [ J are In millimeters. --0 • • 4. Roof curb: galvanized steel. • 76. Attach ductwork to curb (flanges of duct rest on curb). r 1 6. Service clearance: 4 ft on each side. I /( • 1 - via mati■en.ww■- 1 . 7. v / Direction of airitOvi - ..., . . • . A ...' \ I . I C N . ‘ • 1 • 8. Connector "package § - CRBTMPWROO1A00 and 1 - ' •-•_.-.. - 4 002A00 are for thrulthe-cairb , type. gas. Packages . f _I-, • 1 I CRBTMPWF.1003A00 and 004A00 • ere • for thru-the- UNIT bottom type gas connections. - - '' •-.'--sz -"• ....-/ • ` ■ -, --/ •• I . • .,,/ / • . / I . GASKET F , , .• ' ' . I • ./ I " (SUPPLIED WITH CURB) , TYPICAL (4) SIUES' '"-... ..., o'-3' I r-- - - D ..: r• : , . .. 0 6' COUNTER FLASHING ' • • (TN] - - I : I : . , • . iF 1E6) SUPPLIED) - . . • • (F I ELD SUPPLIED) I .11111011=1111 • ' '''' -- ' • ' - • ..-- . . • , f I - ' . 00E INeFELT 7 (F I ELD SUPPL IED) - 16.33 - • - • ' I- . . . . • • CANT STRIP .. . . 1' ' • I , Ipr:1 1 1 7 . . :7 7 ..: , TIEL7 . 7LIED) , ROOFING MATERIAL ' 4 :13 •.. . f • • - " ' D SUPPLIED) 111:1 ' . , • , I761 I ' , • , , . , ., - , II RETURN 'AI • I . ; • •I ' ':\ '. 1..L • . . . . . ., •_... ,- . • ' . . . I 1 i mmemil 0 , • OPENING • 1 2 8 1 I l ‘ . " . ■ . . • I 1 : , 'SUPPLY AIR . • • I, OPENING C • SECTION --- \ , C-C I SCALE 1.4 RIGID 1 ULATION I (FIELD SUPPLIED) AIMN■Ir 1 1 I 0•-0 7/16' Yi OPENING FOR WASEPAN ' '• II 11' 1 13/16 1'1 1/8 0 7/16 ENTRY SERVICE . . ' • . ... . • (BOLT HEADS) 5041. • (334) . • I111 . ( SEE NNE 4 8) - • . -0 . . ,• ," 0•-2 1/2' ' • (BOLT HEADS) i . / C64) 0' 7/16' , l• () A (BOLT Fa) TO Ei•ISIJR EAIRT .• " (ITT.HEADS) A ' 0-3 1m .. . .... -PLACE UNITAS CLOSE TOTH1S A • •'' 411101 Dm .,4 011 1 ... , O ;-1 •;,. •,, : . • - .', ., • 1 • . , ; • -- - END AS POSSIBLE •- 1 • • • • -• • I - . ' - SEE-NOTE- - • I, .. • ' • 4 1411111. •-•• - - - -6 ' i 1 6 - ' . - - [ , r . i• 1 Akip3O • .• . • , . , • 1 - , ... .• . 0 1/4 - ' - Ili . . - 1.. 6 . . : . 1 • d f . . GAS SERV ICE . PLATE I ' (sEE KITE 03) 1 ' -4 13 - /16• Al ibk.... 4114 - 1 . . V .:. 00000 00V - NIN c illi'; • • 11 - - .- . . . .. . • . .........._ • (r-7 1/16' - 0'-4 9/16 6 ' ' • ' • • 1 / ' 1 6 • I 111 41.1. -. 3 ^ ' ..‘ 111111111 (IN ) S IDE (115.51 . , • i . / I - 1 I I ' 0 I j I • TYP • i / .„,./.; .. SUPPLY AIR: • RETURN A CA ,, "' , _ -...• 2 3/8' I ,.. , . . % . . • • i 1 . • % -: TO ENSURE AIFIRGHT CONNECTION. • ' ' . . .; j ' ; ••• PLACE UNITAS CLOSE TO THIS ' • ENDA.? POSS(ERE . • • Ico : HEAD OF BOLT TO BE ON •' '. - • - • INSIDE OF FLANGE A 411 1,# .00.0. 7 .‘ • . . • . - lie 0 7/8' . ,J •'-'., T . I • N.N1 4sli, ;441%44444,%44441%14,. 4000••••••••••••00 . . .4 . .:'. :.. . • - - N.e....../ 1 ;i1 . • ...> . . mote, CAMBRIDGEPORT 'SURE-LOCK' CORNER • A REF 4 410■ ''' ''- 14fr ,'"'). 0 -3' .- -., ..............................4(.......„..„....„..„ • FASTENING DEVICE IS ACCEPTABLE ALTERNATE COA5TRUCT IAN. . • VIEW 'Er - . 1- am. ALL. CORNERS)... . • .. „ ..., , . .,., ce .v.lEki '13.:1 ..., - ■ .. . . .. .. - • f . , 33' . 1 • - 1 • • • i . ' ' • . 975 '..„ . - - - - - ' -- -- Ill 0 ;‘1'71 iiIMI■liiiiilliiii:01;11111:1i■Iiilliiii■iiIIIIHMiiiiiiiiifii.liili:- -. ' . • BASE UNIT DIMENSIONS- tn • , . . . , .. . . . . .. ....- . . . ...• • • . . .. .. . ..• -. oo . .1 BOTTOM.POWER CHART, THESE HOLES - TANDAR DURABLADE t , - CORNER • CORNER • CORNER CORNER ' : ...„• . • 0 ECONOMISER REQUIRED USE.VVJTKACCESSORY ,. ' . UNIT ' UNIT . ,. ECONOMIZER ' WEIGHT WEIGHT ; WEIGHT . . WEIGKT • • "•"' ' ..ri 580F - S D WEIGHT -• WEIGHT. .• , (A) : -. .-. (B) (C) , (co,., ; PANEL - - PACKAGES.- CRBTMPWROOTA00.• 3A00 - LENGTH ' ., _ (V.. 1/41 • , • 0 • . • . Lb - Kg .. I Lb - • KO'. - Lb •• Kg Lb Kg a Lb Kg - Lb Kg Lb .K . ; C4 . 036 460 ' 209-. .. 34 . 15.4 I • 47: 21.3 140 03.5 ' :Iris 47.6 159 .72.1 56 25.4. H IZES 4" • URED THREADED '. . .WIRE - CI - • OLE S . . [568.0] CONDUIT SIZE: USE ..... 1=6 (MAX.) • . 648. 470, 213 '..,34•. . 15,4 .. , 47 , 21.3 AO_ 04,4 , .106 .48,1 : ...16?.. D.5. 66 27.2 1 568.0 1 . . - - . . • 2 . - • cn 14 4 V ...4-.. 060 490 222: 54' • f5.4 47 21.3 150 660 , 115 52.2' 166 1 .74 65 . 20.5 /13'4)35.18; '/2 Power PT " Gas - - .. • - • ,. . ,•_ . _ • .. ..• ., • , , . . ...At- 072,073 565 , ...6 4 , 34 - ".715.4. ' 47 ' 91.3 165 740 .138 61.7 200 .90.7 64 29.0 1'43/ . • . . ... ...... ... - ....._ , . . -.... ...• _. . .., 1315.0 • • . . - • -- - - ' - vv-- . ... • - • . - • . • ' " ' • • CONNECTION_SIZES .. ". . • . ' ' • .. . - • -- - • . . .- • ] A 134•• Cie [35] Field Power Supply Hole ' , - . , • - B :2" Dia. [51] Power Supply Knodcout . .. . , , . . . • - ; . . ,. ." 1. Dimensions 101, ] arel.18 niillImeteil, - • C 2'12 Dia. [64] Power'. Supply Knockout - ... .1 . . . . . ... . . . . , . i - -t. • , - . .. " - D •.7/8" Dia. [22] Field Control Wiring Hole. - •• • „ . . :. • • ' • . . .4 ' fl" I e Center Of grat4ty.; '' ' --• 2. • - E 3 /,r - 14 NPT Condensate Drain / - . -- - - ': . ' "-- - - ' EL E6THI cAL . DISCONNECT C0A1 ' .,. ., .I . LOCATION , . -.., F ,- " -: . - . • . : ' 1 7,7 .DirectIon of @Mow lic14 NPT Gas Connection . 4. On vertical discharge Units, duCtwork tirbe attached to acceSSCiirool Curb only. For horizontal dis- 3 13/16 Il , . ■ININ..._■7:1■'• ■71 charnel:nits; lield-suptilied flanges should be attached to hcirlzontal discharge openings, and all • • ! ductwork should belong:heats/The flanges. • . . 5. Minlmunl clearance (local codes or jurisdiction may prevail): . v FLUE HOOD a. Betweemunit, flue Ode and combustible surfaces, 36 inctie'S ' - F • - V 1, • V. b. Bottom of unit to combustible surfaces (when not using curb), 1 Itch. : :1. Bottom of base rail to combuitible surfaces (when not using curb) 0 IncheInches: - C. CondeniercolOoeproper airflow, 36 in. one side, 12 In. the other. The side getting the greater 2' stir 'CONDENSER . crll I'S ' ' . A clearance is optional. D346.5/ , . ,. ...• , ,. „ . . . . .,. , ..„ . . . _, '',4,.B(167 .. ; • d. Overhead, 60 In. to essureproper condenser fan operatior. ' . ... .. ... . ... , , . If . 1 - I e. Between units ,control box side, 42 In. per NEC. - i Between unit and tingrciundedsurfaces, control box side, 361n. per NEC. • o .. ''''' '' ' ' ' ' : 44,.4.51 I . .1 g. Between unitand block or concrete walls arictOther grouridectsurfaces,control box side, 42 In. B per NEC. -_, . .. - ILI------ ..__' . ' ' , . , 0.:- . : - 1 ., I.. O' rn - h. Horizontal Supply and return end, 0 inches. - - • . I . NIII --- IIIMIiig . • " 68.23 6 V8' II 6. With the exception of the clearance for the condenser coil and cOmbiesilon side as stated in notes . 5a, b and e, a removable fence or barricade requires no clearance.. -: • . ---: • - 7. Units may be Installed on combustible floors made from wood or ClasSA, B, or C roof Covering 0' */1611 E 3' - 3/16'----.1 material If set on base rail . (115.81 TYP 9/16" E10461 8. The vertical center of gravity Is V-6 up from the bottom of the base rail. C t653 • LEFT SIDE • • 1 .. . . . FILTER ACCESS PANEL . . OUTSIDE AIR . . (DISPOSABLE FILTERS/ . .. REAR 1 6/8" 1751, . - • I ! . • 5 • F/ Ea:HOMIER AND 9 - • . • • . . POWER EXHAUST 5 %.. ' - . - , ' 0'-4 1/2" . • !--,.'• •, v ' , .1952.53 41,4%1E7a ,,,,,,, • - : • . • • . . : . - BLOCKOFF . ' • • F COIL .. . !, I ' . CONDENSER C . - " 4" 3/6" (4163 , • " . .. . . • t .. COMPRESSOR ECONOMIZER HOOD "F/"DURABLADE" ECON7 •••••-,; • - ----,-, . • v - - . - . _ ,.. ACCESS COVER - . I VIEW S=S v - .. .A7. , - , ' . l'-5 1/8" t435] z - . -. . CORNER 'V I F l • FOR ECONOMISER ' : , - . , ' . • • r SEE NOTE .8 CORNER !s • . 3-.. . . • t ' . • • . ......... . .. _ ._ . . ... . .. . . LEFT 7 ,„.......: ct in: 1 -2*-1 11/16" 0 -3 3/1 --41 " .4' 6: . . .c . .. , .,. ...• „, . , . .. , 16523 , (813. 0 1 ' f . , , . .. , SIDE 1 4111 . -M ! . r , . . ,. .. _ ..... I:, -0,_ ,„,s - .. ' ! • .. -' . v . ','. ,..- .. RETURN -AIR OPENING 10 RETURN AIR I I VERTICAL - - , (2781 . • , ,: / C • I g> I I I 00, iiii : \ 1 0 , L ‘ --- __,_' • 'J. i;3 - -:. / i; RIGHT S I DE - - • " - . / O o 7/8" I • .. E I „ C22.21 11443 . • / 7 1 . • ',I - ''.. 1 / • • 7 i . t-0'-2 9/16" . . .. . . _ . z WS] v ECONOMISER • -. . . .. . • ■ .1 • i N l N OPENING CONDENSATE! / 1 S .. ' ' , ": I . ' . / , ,,,. 0'-3 7/8" I SUPPLY-AIRI , .-5 3/4" •-:. • ./ SUPPLY AIR • ' v z , :... • .--...',. . ; • . v i 2 . tc;Ivil.1.7- e i EVAPORATOR OPENIND. , • (622I - - - I 1 COIL I VERTICAL ' , , 1 .. . . . IIP IPF"w' d _ . . -.... , 4-0 • -1 1S/16" . I. v • - . - .k ' - .. .. 1"--81.3113 0 ,,..- C493 J . " ' , .. 0,4, 7/81/ 2 &tI /2' 1 0 6/16" - . . 0'..-S - ' ' ..... . z -15ira ... --ig_1■ (44.53 11_. 1 (903 C99.43 i • - r (72] CORNER •D•-■ • SEE BOTTOM POWER , .-----,............_ • • j.1 CHART (ELEC. ONLY) _ FRONT - - • . . 3/1 - C, " 0' - 7 1 - 2",11 11/16 44 ' - ER "D" . . , .. . ..: • - . ' 0'-3 I/16',, „J.:_-0 1/16' (783 (306] t1 84) - ECONOMISER (906] • , .. 6'-I 11/16" 1 - -S 5/16" 13/1." " . 13' . -:"4" I /16" 1.1/ POWER EXHAUST • • - (439.73 • • 1274.63 - CI03.23- (973 ' " • 0' -3 13/16" "' (1672] . ' 0' -0 3/6". ..„,..- FILTER ACCESS PANEL - (101 7 ■•■■■••■•■■•■■■•••IN ...., sp . , wi ,.._ , OSABF ILTERS) . ,LE r: - • • 1!-6 1/6' • , - • .; I il 2"-1 11/16' HOOD FILTER . i . CONTROL 805/ • C46°1 iv • I ' • -' / v4. . • - . z.AIR 'v- BURNER ACCESS • . . M v - v - . I RETURN- (652.61 INDOOR FAN MOTOR & " ' I v OPENING - pr - -- 1 BLOWER ACCESS PANEL . HOR I - ': n . , . , I v70NTAL , -. I / 4 1331.J I • • , . . .• . . • 61-11 7/8" ' -. SUPPLY-AIR \ 1.00 .63 . I OPENING I ".• 7 C177•8] ' 4 OUTIDE AIR 1 HOR I ZONTAL k • 100 0 " F--- - • „ VV NI mili .. ....:::: - °. ( - 16d. / 21 ' ' ' " t • 2 3/0"- t „FORK TRUCK SL _ T s . • .. ' C)12 /16 u • f - 1746.23 0 '-I3 7 '' (3'7 iliMilrl '1.61S:35.616- . BURNER ACCESS ' / . 0' 11/16" r144.33 , ,-(2143 OUT IDE ' • 0 1/4'DIA RETURN AIR RIGHT S I DE PANEL • rsn' OF PANEL SU PPLY AIR FRONT (TYP 6 PLACES) 1 ..., 31 E STD: CONDENSATE DRAIN . • . , 7 - . v . ,,. , - 973' . • . . . :. . - . o . ._ .. _ . . . • . '-!iiiiii 01.1i 1 i :Iiiir 111•1 •1 1 1 , ••iii"' "i ''• ' i 4 ' ' • pipliiillirillfiiiiiiiiiiiiiiiiiii . • ' illi ir1"•1.. •iii . ' ' Hill i'1.1 i 1 Jil'i :10.'.. ;11,; I $ . I . I I .r I, ..ii i• , i ::'.d 1 1111111h 1 111111 1 111 11 11 1111 1 1 1 1 1 1 1111 1 1 1 1111 1 6 1 1 1 IiIIIII 1 11 !Ili 1 : : : .‘:-.1: :; .: S . . '' '• " : 1 111 1 11/II illiill III 11 ' 1 I 1 1111 I 11 l' I 1 4 r . • 9ti ' - i \,\.; NI-1 , Multi- Loaded Beam[ 2000 International Building Code (97 NDS)1 Ver: 6.00.81 By: Jaime Li ,First United Engineering on: 08 -08 -2006 : 1:38:17 PM Project: Quality Counts - Location: New purlin to support HVAC A ; t , , ,,.- Summary: (- a!,_, p!, . 1.5 IN x 3.5 IN x 2.0 FT / Select Structural - Douglas Fir -Larch - Dry Use Section Adequate By: 38.0% Controlling Factor: Area / Depth Required 2.54 In CL../1 s ;' ,, .,._ , Center Span Deflections: �R : Tcr Dead Load: DLD- Center= • • •• . - - , 0:00 IN : Live Load: LLD - Center= 0.01 IN = L/1997 Total Load: TLD- Center= 0.01 IN =1./1854 Center Span Left End Reactions (Support A): Live Load: LL- Rxn -A= 250 LB Dead Load: DL- Rxn -A= 26 LB Total Load: TL- Rxn -A= 276 LB Bearing Length Required (Beam only, support capacity not checked):. BL -A= 0.29 IN Center Span Right End Reactions (Support B): Live Load: LL- Rxn -B= 250 LB Dead Load: DL- Rxn -B= 26 LB Total Load: TL- Rxn -B= 276 LB Bearing Length Required (Beam only, support capacity not checked): . BL -B= 0.29 IN Beam Data: Center Span Length: L2= 2.0 FT Center Span Unbraced Length -Top of Beam: Lug -Top= 0.0 FT Center Span Unbraced Length -Bottom of Beam: Lu2- Bottom= 2.0 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Center Span Loading: Uniform Load: Live Load: wL -2= 100 PLF Dead Load: wD -2= 25 PLF Beam Self Weight: BSW= 1 PLF Total Load: wT -2= 126 PLF Point Load 1 Live Load: PL1 -2= 300 LB Dead Load: PD1 -2= 0 LB Location (From left end of span): X1 -2= 1.0 FT Properties For: Select Structural- Douglas Fir -Larch Bending Stress: Fb= 1500 • PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc perp= 625 PSI Adjusted Properties Fb' (Tension): Fb'= 2250 PSI Adjustment Factors: Cd =1.00 Cf =1.50 Fv': Fv'= 95 PSI Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: M= 213 FT -LB 1.0 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear: V= 241 LB At a distance d from right support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 1.14 N3 . '- ;T:-; _, S= 3.06 N3 Area (Shear): 9 r/11 r• er ; . Areq= 3.80 N2 t• �.` Moment of Inertia (Deflection): `'c,',1-173-4; , �`f A= Ireq= 5 N2 0.97 N4 i . 7 40 v - 0, 1= 5.36 N4 it II I o;;b. o;4 1..a i y y 1e. , / 1— ?,ofl)� Ve AUG 0 cl 2006 • el '-' c � N ' III )11 '" vvr • • • Multi- Loaded Beam( 2000 International Building Code (97 NDS)1 Ver: 6.00.81 By: Jaime Li , First United Engineering on: 08 -08 -2006: 1:40:52 PM Project: Quality Counts - Location: Check Beam to support new HVAC • Summary: 8.75 IN x 28.5 IN x 30.0 FT / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 20.3% Controlling Factor: Section Modulus / Depth Required 25.99 In Center Span Deflections: Dead Load: _ __ _- DLD- Center= _ 0.28 IN Live Load: LLD- Center= 0.61 IN = L1595 Total Load: TLD- Center= 0.88 IN = U408 Camber Required: C= 0.41 IN Center Span Left End Reactions (Support A): Live Load: LL- Rxn -A= 15540 LB Dead Load: DL- Rxn -A= 6909 LB Total Load: TL- Rxn -A= 22449 LB Bearing Length Required (Beam only, support capacity not checked): BL -A= 3.95 IN Center Span Right End Reactions (Support B): Live Load: LL- Rxn -B= 15060 LB . Dead Load: DL- Rxn -B= 6909 LB Total Load: . TL- Rxn -B= 21969 LB Bearing Length Required (Beam only, support capacity not checked): V - BL -B= 3.86 IN Beam Data: Center Span Length: L2= 30.0 FT Center Span Unbraced Length -Top of Beam: Lug -Top= 0.0 FT Center Span Unbraced Length -Bottom of Beam: Lu2- Bottom= 30.0 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: L/ 240 Center Span Loading: Uniform Load: - Live Load: wL -2= 1000 PLF Dead Load: wD -2= 400 PLF Beam Self Weight: BSW= 61 PLF Total Load: wT -2= 1461 PLF Point Load 1 Live Load: PL1 -2= 600 LB Dead Load: PD1 -2= 0 LB Location (From left end of span): X1 -2= 3.0 FT Properties For: 24F -V4- Visually Graded Western Species Bending Stress: Fb= 2400 PS Shear Stress: Fv= 190 PS Modulus of Elasticity: Ex= 1800000 PS Ey= 160 PS Stress Perpendicular to Grain: Fc perp= 650 PS Bending Stress of C omp. Face in Tension: Fb_cpr= 1200 PS Adjusted Properties Fb' (Tension): Fb'= 2013 PS Adjustment Factors: Cd =1.00 Cv =0.84 Fv': Fv'= 190 PS Adjustment Factors: Cd =1.00 . Design Requirements: ' Controlling Moment: M= 165219 FT -LB 15.0 Ft from left support of span 2 (Center Span) . Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear: V= 19382 LB At a distance d from left support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 984.73 N3 S= . 1184.53 N3 Area (Shear): Areq= 153.01 N2 A= 249.38 N2 Moment of Inertia (Deflection): Ireq= 10219.28 . N4 I= 16879:57 N4 • • • Multi- Loaded Beam[ 2000 International Building Code (97 NDS) ] Ver: 6.00.81 By: Jaime Li , First United Engineering on: 08 -08 -2006 Project: Quality Counts - Location: Check Beam to support new HVAC ' Summary: 8.75 IN x 28.5 IN x 30.0 FT / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 20.3% Controlling Factor: Section Modulus! Depth Required 25.99 In " SHEAR, MOMENT, AND DEFLECTION DIAGRAMS Load combination shown: Controlling Shear /Moment/Deflection Diagrams 30000 22449 lbs @ 0 ft • 15000 - Shear • • (Ibs) 0 -15000 • -30000 - -21969 Ibs @ 30 ft 200000 - • • ■ 165219 ft-Ibs @ 15 ft 100000 Moment (ft-lb) 0 - 100000 - - - 200000 -0.7- • -0.35 - Deflection • (in) 0 0.35 - • 0.7 - 0.605 in @ 15 ft - Center Span = 30 ft Controlling Load Cases: Shear: Critical shear created by combining all dead loads and live' loads on span(s) 2 Moment: Critical moment created by combining all dead loads and live loads on span(s) 2 Deflection: Critical deflection created by live loads only on span(s) 2 - • • • • rti' . Loaded Beam[ 2000, International Building Code [97,N ] Ver: 6.00.81-- - . • - r By Jaime Li ', First_United Engineering on :x08 -08 -2006 ' • . • -' - ' Project: Quality Counts Location: Check Beam,to support new - - • Summary:. _ - • 8.75; IN'x 28:5'..IIN'x'30.0 FT / 24F -V4 - Visually Graded Western: Species' Dry•Use Section Adequate By :'20.3% Controlling Factor:- Section.Modulus`PDepth Required 25.99 In •• - r - - . '• --w LOADING DIAGRAM: _ ''f 1-.:- ' " P1 i V .. . • • ' C Span = 30 'ft Reactions' `„ : r t . , i Live Load Dead Load "'Total Load IUplift.Load -,,' 'A' 15540 Lb 6909•Lb 22449 Lb 0 Lb - B "15060 Lb 6909 Lb • 2196 Lb 0 Lb - r : '. ' CenterSpan . - . • ,- Uniform, Loading ." • Live Load. Dead Load Self_Weight .Total Load . , - W 1000 PIf ' 400, Plf ,• 61 PIf'.. :.1461 PIf . • ' Point Loading ,- , " Live Load dead Load , Location` ' - P1 600 Lb O Lb. ' 3.Ft - . • • -1 1' • . . - • • • Column' AISC 9th Ed ASD 1 Ver: 6.00.81 By: Jaime Li , First United Engineering on: 08 -08 -2006: 1:43:01 PM Project: Quality Counts - Location: Check existing steel column Summary: 6 X 6 X 1/4 TS -ASTM A500 x 12.0 FT Section Adequate By: 71.8% Vertical Reactions: Live: Vert-LL -Rxn= 23000 LB Dead: Vert-DL -Rxn= 228 LB Total: Vert-TL -Rxn= 23228 LB Axial Loads: Live Loads: PL= 23000 LB Dead Loads: PD= 0 LB Column Self Weight: CSW= 228 LB Total Loads: PT= 23228 LB Eccentricity (X -X Axis): ex= 0.00 IN Eccentricity (Y -Y Axis): ey= 1.00 IN Column Data: Length: L= 12.0 FT Maximum Unbraced Length (X -X Axis): Lx= 12.0 FT Maximum Unbraced Length (Y -Y Axis): Ly= 12.0 FT Column End Condition: K= 1.0 Column Bending Coefficient: Cm= 1.0 • Properties for:6 X 6 X 1/4 TS /A500 Steel Yield Strength: Fy= 46 KSI Modulus of Elasticity: E= 29000 KSI Column Section: (X -X Axis): dx= 6.00 N Column Section: (Y -Y Axis): dy= 6.00 N Column Wall Thickness: t= 0.25 N Area: A= 5.59 N2 Moment of Inertia (X -X Axis): lx= 30.30 N4 Moment of Inertia (Y -Y Axis): ly= 30.30 N4 Section Modulus (X -X Axis): Sx= 10.10 N3 Section Modulus (Y -Y Axis): Sy= 10.10 N3 Radius of Gyration (X -X Axis): rx= 2.33 N Radius of Gyration (Y -Y Axis): ry= 2.33 N Column Compression Calculations: KUr Ratio (X -X Axis): KLx/rx= 61.8 KUr Ratio (Y -Y Axis): KLy /ry= 61.8 Controlling Direction for Compression Calculations: (Y -Y Axis) Column Slenderness Ratio: Cc= 111.6 Allowable Compressive Stress: Fa= 21013 PSI Compressive Stress: fa= 4155 PSI Column Bending Calculations: Controlling Load Case: Axial Total Load (D + L) Eccentricity Moment (X -X Axis): Mx -ex= 0 FT -LB Eccentricity Moment (Y -Y Axis): My -ey= 1917 FT -LB Lateral Load Moment Including Eccentricity (Y -Y Axis): My -Lat= 1917 FT -LB Bending Stress (X -X Axis): fbx= 0 PSI Bending Stress (Y -Y Axis): fby= 2277 PSI Flange Buckling Ratio: FBR= 24.00 Allowable Flange Buckling Ratio: AFBR= 28.01 Allowable Bending Stress: Fbx =Fby= 30 KSI Combined Stress Calculations: Euler's Stress (X -X Axis): Fex'= 39096 PSI Euler's Stress (Y -Y Axis): Fey'= 39096 PSI Using AISC Formula H1 -1: CSF(1)= 0.28 Using AISC Formula H1 -2: CSF(2)= 0.23 Using AISC Formula H1 -3: CSF(3)= 0.27 Controlling Combined Stress Factor: CSF(1) Controls : 0.28 MI . • r i t t . ' •, i1i1Bliffl111111101111111111111111111lli . , • • . • DIMENSIONAL DRAWING— 619E018,024 HIGH WALL UNITS NOISIAIO I011ne ON . N 4 nap MIN. - . 314V911 40 A1.10_ . _ • . - • . ._, , • • 900Z L cif , ,. _ _ _ .s a \ 0 1.1 itrlin 03 A13338 , 4 men MN: '. \ 11.51 I300I nix. ' \ JDNIMI IM CI FARAWIF FOR SFRVIi • . ' ' . • • DRAIN 0.625 (15.81 MALE DAFB CONNECTION . 2.36 DIA (601 110.110 LINE 0.325 C9.521 HALE FLARE CONNECTIO ' FOR REFRIGERANT DRAIN • POWER, Ate sun& Lit,E4 ' SUCTION LINE 0.5Z 019.82 ME FLARE CORECTI. " [TOP VIEW I Minamilti 1 mil NM ■Il 1111 07 MEI ■■■■11111111_1111_1:■ III MI Me_Me,111=1 IIM = El MIII■ • •••■• MIMI. 1■11.1. =MEM 11111■=11•11■ IMII■ Ml■ IMitl.• ■1.1 ■IMM IMMO nommm■ ■•■ INI■liminmn■■■• INLET AIR • I■owl■Rommol■Ni■wwwwwwwo se ..,,,.....,....... I • FoKR FIMS FOR Roor.... ILEFT SIDE VIM IFRONT VIEW I 4 IR IGRT SIDE VIEW' ::,;? 11,1 \ pan Am MI 1160,.11 KNOCKOUT FOR RION 1.11. I N Hi igIIIIMIIINI ........ 1) 62016. SIDE REFR IGERANT. AIN, POWER. • IMMININ■111■11■1111111. 0 1 A R .. NO SIGNAL LINES I . . , MON DX4.11.13 • INDOORCOIL • \ [ 45.29 0.66 I 1 1 ' : 'Z.'. ' ' - ' - ..Z.ItiRACIED RiMOTE OVERRIDE - WITCH (22W • HEATING 4 1, KNOCKOUT FOR LEFT SIDE REFRIGERANT DRAIN, POWER s-- no smut. iltes ,,,...,.....;,_„.............r...„......................,) 0 , . I I , . . L. r , 1 , _ ,. . 1 ' . . • . 'BOTTOM VIEW I MOOR AIR BLOWER WHEEL 1/4200R FAN IT3TEN . - IDIDOKOUT FOR BOTTOM . , REFRIGERANT DRAIN. POWER, Ate SIGNAL (KS 7— UNIT CUTUP( Roopaimo . . . : . . . . 0 I . . I I V \ . . . . • litio 17.72 L 4 .92 MST (AM I4501 / 11251 C.235 . 1. Dimensions in [ ] are in millimeters. UNIT WEIGHT.— LB (KG) 2. ik Direction of airflow.. . 619E —Oh- 018 • 38.5 (17.5) • 3. Refrigerant drain made in unit , and power cOnnectione may be 0 42.9 (19.5) rear, bottom, left side, or rightside. 4. Refrigerant is metered by AccuRater® device at the fan coil unit on 538A applicatione. . , . 5. The 4" top and left side clearances are absolute minimums. Clearances of 10" are recommended. • . . , . , . . . • . _ 16 . 1222 ., . • T - 0' -10 CONTROL BOX " G • • • 125X1 RICH VOLTAGE KN OCKOUT P —. e 0' -2 11 /i6• � �0' -1 11/16' L6B1 - _ LIO21 r 0' -1 5/B• ::: , I 1 I f o • 0' t2 77--- 1 17/)5- 1X:1/z• / . / '� °. i53 oi��H`JIl �O Al l • REAR VIEW o'11 g 1 ! 1 j 1 ,,, 5 .E -' '•! 1 0' -X - 11021 ' (` ) 1 y ' REFRIGERANT PIPING CONK• QIQUID SIDE) y�l _ ' , m 3/0 MALE FLARE ®2 Z PUMP ACCESSORY (20 MAX. LIFT) ,?LUG CONK, FOR MIRED CONTROLLER 018,060 ONLY ���� N CONDENSATE P 0 "-3:5/B LOW ,VOLTAGE AND TIERMISIOR CONNECTION �. 1931 • ' .TO OU70o0R_UNIi O O' -4 I /B' - REFIGERANT, PIPING COIA& (VAPOR SIDE) Z .. (1041 I I ' , S /B, MALE F L B, 024. . • 0' -X 7/8 L 3/4 MALE `FLARE (036, OMB, 060) FRESH AiR ACCESSORY n • REVERSE BRACKETS 11271 ` DRAIN PIPING CONN.,(3/4 MALE IIDT) •' , 6 DUCT RING . r FOR OPTIONAL MOUNTING 0. • • 113 )- 0' -10 FRESH AIR ; ACCESSORY — 0' -1 1 /B• RS47 0 • MINIMUM 0' -3 [761 CLEARANCE 1/2 DIA X 1 LONG 4)HOUNTINO BOLT HOLES 0 - -7/B L291 • , .0' 4 " 0• -2 11/16 w REQUIRED IN PACK T u (721 '(1021 (69)- TOP ACCESS FOR, WIRING, n 0' -A I / ,' REFRIGERANT t ACCESSORY (1091 I' ) r CONDENSATE DRAINAGE ( CPT IONAL) Z ALTERNATE TOP POWER I (ID?) 1 • O! ENTRANCE KNOCKOUT I. ` TOR - VIEW 0' - 11 - - I _ /- ACCESS TO CONDENSATE 1' -6 9/16 I [279] L - - - A , PUMP THRU SIDE PANEL - 14721 (SBB1 � ' (2X57 V - -S 3/16 t7 LOOSEN BOLTS AND -SLIDE 11321 O tti.. ® q NDUNT ING BRAKET -THIS CONDPE�NSPATE � /X• O3 • ~ DIRECTION -T REMOVE 1 ACCESSORr •0' -3 13116' G 1 CA 0' -2 1 /B ( 961 '� [557 B �I�� S IDE VIEW ACCIRiATE m 3 ��s,Q_ -� =e REF RIGE M NT DEVICE CONIC . 5 ON i �' °7 DISCHARGE, AIR '___ ` A (n 5. 01 -9 15/16 ..,�. . 0 ,�� - .- _- �I_Z0. -1- cn SLIDE SIDE,PANEL THIS DIRECT REMOVE (1371 - (253 FRONT .VIEW (2531 - -- PIPING 0' -S 3/B . �i 0 = 6 97 , 16' ` (LIQUID SIDE) • RIGHT SIDE m 2 11 . .PIPING CO CONN. DRAIN CONN. WIRING KNOCKOUT- Z .. i .. . • (VAPOR SIDE) • REFRIGERANT t m CONDENSATE AUTOMAT RENOVEABLE AIR FILTER INLET AIR DRAINAGE C I C A'IR SWEEP LOUVERS-/ (OPTIONAL) • REMOTE- OVERRIDE SWITCH . Z r,. i NOTES: 1. Dimensions in [ ] are millimeters. UNIT WEIGHT A B E F G 2: pT Direction' of airflow. 619C (lb) ft - in. mm ft - In. mm ft - in. mm ft - In. mm ft - in: mm E. 3, Faadiing unit discharge, unit clearances are as 018,024 108 4- 2 1294 3-10 1169' 4- 1% 1260 — — 1- 9% 549 follows:= 036 117 4- 10 1493 4- 5' /B 1368 4- 91 1459 2- 11/2 648 0 in. on top.arid rear 048 149 5- 11 1817 5- 6% 1692 5 -10 1783 1- 9 555 3- 3 992 i 3 in. on left side 060 179 7- 8 2336 7- 3 2211 7- 6% 2302 1 -11 8 601 , 4- 11 1512 ,12 in. on right side . e 36 in. on bottom • • . .. . .. r0-9 7t fr i L .P?$ 6 3 11 "r97.0 tr o Wd3 C700en 9 ;X Pty QOo d N o 71 St, -9 N o_L °) ,52 • ,..55n J.00j fr I o �N� 5 ',/' iv 47 00)v S'Snau- 4 3M gdo ci 71.1: "= a)X0) :J 4 dh t ,4 a0i •r `:4 ,. f r,/ s21-71/- n7: Sr . /votlu;