Loading...
Specifications r �� Location Map Zrt 4 zj • ., • ; Zt • 7 - : Ili c t• a • t } t ` I M v r 7 Cl eanWater S ervices j E � , , ,� _ ,, _ r -rim,- ' ,, V ,. . p„ DURHAM AWWTP - _ o . ; : t' kt,ii, . STATI 4� ryryrr Z � y � . PRIMARY SLUDGE PUMPING N o ;, - * 1 ` ,, ,, OF r'� , 2001 1 - ^ "� � HEATING SYSTEM REPLACEME Z F , , • .,. i_- ... ! NG 1 iiSiON I L _. ` ' � ' ' . : SEPTEMBER 2007 2 1 .- r -T- r L 1 F Iii 1 , � " , , • 1 , �� , ." , a SCIHOOL ROAD i RID. 1 II �iL 1k ' :te ; . .� ," _.. 4 :., � K I T �' .ir STAGING AREA . Plf�1^ ON -- —� ‘, - x'f ._ '� n . y 1 filk,..- :V - -.t v • B I { 3; T - Q� Q � . - . M • , !, ; Drawing Index l ip UILD (0?5,0,,4„, ,, •` .� 1 t DRAWING NO. DRAWING DESCRIPTION , , i .'N'• f ��D • t C � � P.; '\ GOO TITLE SHEET, LOCATION MAP, & DRAWING INDEX AREA OF WORK , Q �� 1 // * / M1 MECHANICAL FLOOR PLAN ..... PRIMARY SLUDGE V T b / y / PIJMPING / / t / M2 MECHANICAL SLAB PLAN 4ii s \\ r l� / f 11111111' 4' 46 , *W k 4IP' S 4t 3 , ,_ i QF GARD ....) ../ 7 .7 .-- ......\,............____ A�fprovCd . ✓.' Conditionally Approved .. ».......... [ ] DURHAM AWWTP - SITE PLAN See Lenart*: Follow................... [ ] SCALE: 1" = 140• -0" A " " . � Permit x 4 °r _- OFFICE COPY h • A 4 . : I 'li`�irill. B i ye A iiiii ill 1 , _- tOJ�T PR DRN: ANV OHIO 08/25/06 a NAME . DURHAM AWWTP SHEET TITLE GENERAL OF .....41/ DSN: DWOY GOO r dll Services PRIMARY SLUDGE DAT 9/4/0 GOO THIS BAR IS ONE INCH CKK' CADFS.EE xxxxD M361G00 WHEN DRAWING IS FULL ���� den STATION HEATING TITLE SHEET, LOCATION MAP, PLCt NA SCALE SYSTEM REPLACEMENT APPD: NC SCE.E: NA & DRAWING INDEX REV ;0 DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 971239379 ppp,lr EXGR BTAMP'. 1 F \R DPRs' d0-► MECHANICAL LEGEND • '� ` .5 . R .+ .••--- ..... -MANUAL VOLUME DAMPER AFF ..,- ___.._.._ ABOVE FINISH FLOOR 7 +f ,�dj la, I141 SUPPLY OR OUTSIDE AIR ® -._._., B.D. ....- _ «._.._ BOTTOM OF DUCT C TO% BHP BRAKE HORSEPOWER I EXPIRES: 30JUN08 ®1151 -• - _• RETURN NR DUCT UP a DOWN BTU .- ••-- _• ..... _ BRITISH THERMAL UNITS . CFM .••••- -•....... CUBIC FEET PER MINUTE r 1 .... EXHAUST AIR DUCT UP a DOWN CONK......_.........._ CONNECTION SUPPLY OR OUTSIDE AIR ......... _........ DRY BIAS p g 40.......-.... RETURN NR DUCT LIP & DOWN EA ._.._..__..._ EXU•IJIUBT AIR EDO •- ._..__- ENTERING DRY BULB TEMPERATURE ®Q - .. -... -- ... .EXHAUST AIR DUCT LP & DOWN EWB ENTERING WET DUX TEMPERATURE ENT - .- ^.••._.... ENTERING WATER TEMPERATURE FF FINISH FLOOR I I I I I I I - ..___....._ FPM ------- FEET PER MINUTE - ... - -- ...CONNECT TOEXIBTIN0 FPS ----- ..... FEET PER SECOND FT. ........w._.... FEET /FOOT I I I I I I 0. ----- THERMOSTAT OR TEMP. SENSOR GA. GAUGE ._ ».».•........ H HEIGHT O ...,_..«.......NOTE HP HORSEPOWER LO. •••• INSIDE DIAMETER XX ....EWIPMENTDEBgNATOR L .....__........_ LENGTH g K __... Pow R .. LOB . ^.._.•....•.... LEAVING DRY BUlB BEIBMC BRACING LINE .- ..-- ......... LEAVING WET BULB M E LWT _,._.- .,._.... LEAVING WATER TEMPERATURE I' d i iI 1 .__..,.. LONGITUDINAL BRACING MAX. ._......._...... JOMUM g .•• -•- LATERAL BRACING M8K THOUSANDS OF BTUs PER HOUR MIN. •^..- ..- ._.... MINIMUM .---- LONG, a LATERAL BRACING OSA ._..__......... OUTSIDE AIR PSI ......... -- POUNDS PER SQUARE INCH PR --- ...... -.... PRESSURE /TEMPERATURE RA •«•^•- .... - RETURN AIR REOT. .••••.••••••••••.• RECTANGULAR REQV .....__......... REQUIRED LA ...._.•.... ..... SUPPLY AIR S.P. _...._......... STATIC PRESSURE TE P. ._.._ «....... TEMPERATURE Call) W La TYP. ..... »-•...._.... TYPICAL 0 VAV ---- ._., VARIABLE AIR VOLUME Q W ....._....._.... WIDTH ' Z g .....__.......... DIAMETER Z a n CI. W V CC ___._..._.._. ___.. 0 a o 24X12 SA , A. 1 -- .. - -_. BXB• SA T 0 1000 CI M •'s-- I� ` —' 2OO1CFM ! Ca CC I 1 4XI O Z J REMOVE EXISTING MAKEUP AIR UNIT OC U INCLUDING INLET AND DISCHARGE OC Z DUCTS AND HANGERS. a Q CAP GAS PIPING WITHIN 8 INCHES _ — _ OF EXTERIOR WALL PENETRATION. a BLANK OFF EXISTING LOUVER WITH 1.1.1 DOUBLE WALL INSULATED PANEL 2 m a Z n o� tz 1 F X M AI i � . ( 7 N yEn , �Oa�, • A 15f.IPLI_ENC.COY ...00.... SHEET ® FLOOR PLAN — MECHANICAL EA = 1\ w SCALE: 1/4" =1' -0° \` 1 OF 2 • I • ` , ,�, 4 . '. - 1-1/4" SCHEDULE 40 GALVANIZED • 0 ,,, os' /V i,M. I CONNECT TO EXISTING STEEL GAS LINE ATTACHED TO EXISTING GAS SERVICE ABOVE GROUND GAS LINE WALL Vc ioR b , I 2D X 20 SUPPLY AIR DOWN L TOR .+i MOUNTED THROUGH ROOF OPENING • E %PIKES: 30JUNOB I mm bk ' J ON CURB G G GG G i L ...! I STRUCTURAL NOTES PLANK CENTERLINE I I I I I 1. ROOF CONSTRUCTION IS PRECAST ` I I I CONCRETE PLANKS WITH . 2" 20 X 20 SA UNED I 1 ) (' CONCRETE TOPPING SLAB. 2. REFER TO STRUCTURAL NOTES IN THE Mil ll I I PROJECT MANUAL FOR LOCATION AND III WI HEADING INTAKE f CONCRETE PLANK EDGE I I SIZE OF PERMISSIBLE PLANK OPENING. HEAD TO REMAIN I SEE STRUCTURAL NOTES I s%.../1\ \� 3. WHEN SAWCUTTINC OPENING, DO NOT THE OPENING PERPENDICULAR TO THE PLANK CENTERLINE. a 4;i1 4 1 1E1 ii 1 . , EXISTING SKYLIGHT, TYPICAL 1 IOC DO = M z EXISTING EXHAUST FAN • TO REMAIN � W - 0 � vs 1 m � 1 ROOF PLAN — MECHANICAL ;` N a , M2 SCALE: 1/4" -1' -0" ■ �� S 0 MAKE —UP —AIR UNIT \ 10' FROM EXHAUST Q OUTLET OR PLUMBING NUMBER dpA VENT = i 0 1 TYPE ROOFTOP GAS CROSS BREAK TOP OF R La CFM 2200 Z / DUCT TO SHED RAINWATER INLET HOOD BLOWER 4 EXTERNAL SP. ("H20) 0.50" H2O SE ON COUNTER FLASHING TO DUCT MOTOR HP 1.5 HP - AND PE FAN RPM 1115 ATTACH UNIT TO CURB BURNLR DISCHARGE DIRECTION HORIZONTAL PER MANUFACTURERS SECTION i ALL WELDED STAINLESS O INSTRUCTIONS CURB ANCHORED WHEEL SIZE 10X10 • '� ' TO SLAB CONTROLLED BY. DISCHARGE THERMOSTAT COUNTER FLASHING �� 1 I ROOFING REPAIR F FILTER TYPE 307. -2" DISPOSABLE SET CURB IN SEALANT I BY OWNER GAS INPUT (MBH) 250 MBH I f g GAS OUTPUT (MBH) DIRECT FIRED UNION • a ENT, AR 7' 10'F AGA RATED DIRT LEG � D + — LVG. AIR 'F 55'F GAS VALVE FAI • VOLTAGE 480 VOLT, 3 PHASE • ATTACH CURB TO SLAB WITH SUPPLY AIR PLENUM DESIGN WEIGHT (LBS) 1275 SIX MIN, 1/2" ANCHOR BOLTS NOTES: 1) POWER & CONTROL TO UNIT SHALL BE PROVIDED BY OWNER. WITH SIDEWALL GRILLES SMOKE DETECTOR YES LOCATE ANCHOR BOLTS PER 2) CORE DRILL ONE 3" HOLE FOR UNIT POWER AND CONTROL WIRING INC • ASIS OF DESIGN REZNOR RDF-1-20 OWNERS DIRECTION. CONDUITS AT A LOCATION AS DIRECTED BY THE OWNER, T LY . • MAKE—UP AIR UNIT *mufti CnpnMn SCALE: DETAIL WI 4 al TAXI 077 234 -0 vim ENG.00Y SHEET M2 OF 2 City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223 October 4, 2007 �1 RE: MECHANICAL TI T I GARD Project Information Building Permit: MEC2007 -00559 Construction Type: 5 -B Tenant Name: CWS Occupancy Type: F -2 Address: go ,0 SW 85 Av. 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. The submitted plans are approved subject to the following: GENERAL 1. 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 2. Appliances shall be accessible for inspection, service, repair or replacement without removal of permanent construction. 306.1 OMSC 3. Manufacturer's installation instructions shall be available on the jobsite at the time of inspection. 304.1 OMSC 4. Condensate from cooling coils or evaporators shall be collected and discharged to an approved plumbing fixture or disposal area. 307.1 OMSC 5. 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 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. Phone: 503.639.4171 • 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. Respectfully an Nelson, Senior Plans Examiner S - t RU C TLj ��D pROF , PUMP STATION HVAC REPLACEMENT c _NG , E . „ t PRIMARY CLARIFIER #3 PUMP STATION/ DURHAM FACILITY 4/ ;' / ,�i CLEAN WATER SERVICES 14 caR-r STRUCTURAL CALCULATIONS EXPIRES 12/31/06 These calculations are for the replacement of the HVAC unit for primary clarifier. The existing unit is suspended from the underside of the roof of the existing building. It will be removed as part of this project. The replacement unit will be located on the roof of the building in approximately the same location as the removed unit. The existing building was constructed circa 1990 with contract documents prepared bny CWC -HDR of Edmonds WA. Plans are dated May 1989. The roof consists of 8" thick by 48" wide hollow core planks (Corefloor) with 2" of regular weight concrete topping. The planks were designed and supplied by Morse Bros. of Harrisburg OR. Structural calculations and shop drawings were prepared by George Laszlo, PE in November 1989. Copies of all of he above documents were loaned by the Owner for our use: Attached on sheets 4 through 7 are four of Mr. Laszlo's calculations on which design loads are indicated. To connect to the existing HVAC system a roof opening for the duct is to be provided. As shown on the next sheet, the duct opening size will be 20" x 26 ". The plank to be penetrated spans 8'0" and is interrupted by an existing skylight. The unit to be installed is a Reznor MU401. Information provided by the manufacture lists its total weight, including curb and outside air hood, as 1,275 pounds. Its plan size is 7'4" x 4'0" and the unit is about 3'9" high including REVIEW COMPLETE Weight of Unit on Roof Structure PERMIT # �e Z © < Weight of Unit, Wrt = 1,275 pounds /7 Plan Area of Unit, A = 7.334 = 29.3 t1 DATE L BY Uniform weight applied to roof, w = Wr /A lAiL ENGINEERS Slab is designed for applied loads of Live Load of 50 psf+ Mechanical Load of 20 psf. (Sh. 3) = 70 psf 4,)1:?/ L Z S Snow Load = 25 psf Available applied Load = 70 — 25 = 45 psf > 43.5 psf— OK File: Pse/05- 070 -03 JUN 2 9 2UU5 project date designer sheet ( of Peterson Structural Engineers, Inc. Portland, Oregon • i • +: - r . .._�M • • l� �y �, X . Yfi i Myty a.. .. , : P-10 , 1 1 1 - 12 . . ..fi;-) 1 •/ .- , i tr . / 1 . ' Ida,: ' • . ' Iiii= i V-II. � ; , ;• i .l' `7) ..,, • 44VA . L ) 4 I -r` . : - , :' 1,51.490, \/ . •...•. • ..: .r-t,.• • • ::• ,. p . . :• . , .•:...i : - , .- • .,.. 4, as, :".•:• ,:. ,;:.' .:.~-';..:,:.!;. 1 • ' ' ` 4' 1 i 4 u , 10 1 1t_ r t i —= I ji I 14 • — . fig .....„ vi �•M IrA�w/�•••�• M • MBA • MIS+ MW/���•' . .. .. -- 4...r� - -�.�- r- -++r•• -. -. - N vt/ h/A c® N. 1A/ oi21J 1 ti46- I\' • \ J (lei IL-I& 1 1‘.-1 I/4_4 = 1' MSC project 4i date JUN 2 2005 designer ��T sheet ✓ - at Peterson Structural Engineers, Inc. Portland, Oregon Opening in Plank As seen below and on the Laszlo calculations, a plank designed for a span of 16'0" has four prestressing strands. The proposed opening will be centered on the plank and will disconnect two of the four strands. The subject plank spans half of the design span. The ratio of be bending moments is [8 = 0.25. Therefore, it is clear that the two remaining strands are adequate to support the slab. (This material was reviewed and the conclusion confirmed by telephone on this date by Morse Bros. Engineer Dusty Andrews, 541- 995- 6327.) 1/2' 46 7/8" 1. 1/z° ii, 5" 7 3/8" 7 3/8" 7 3/8" 7 3/B" 7 3/8" 5" I i ,' 0 6 . r i u i 10 1 14 7/13" 14 3/4" 14 7/8" ,'�� -'` - -' " / 4 STRANDS 147/8" ` 73/8" 73/8" 147/8" ��� a -- . + e 5 STRANDS I I 111/16" I 71/2" I 73/8" I 73/8" 73/B" 73/8" i 71/2" 1'11.'16" C f !' r F ' 7 STRANDS E i 1 . 47 7/8" '1,A VI '---ns,IN_I „ i i __,. 1 ,,, . . nsw ,r� JUN 2 9 2005 project ;:r date designer .F7 date of i Peter Structural Engineers, Inc. Portland, Oregon Project No. .)- h - Sheel I . L– MORSE BROS. . Subject_6 UR ' /-11 A 0 Prestressed Concrete Group PCi Certified Plants Date 1 9 ! Name _ This design for precast (reinforced and /or prestressed) concrete components and for the below specified loads only. All connections ; to precast, precast to cast -in -place concrete, etc.) and lateral stability design is the Engineer of Record's responsibility. • Design Codes: U.B.C. 1986 Edition; ACI 318 -83, and - P.C.I. Design Recommendations 1985 Design Loads: Seismic: Zone 2B • Wind: 80 MPH Exposure C Roof Live Load 5 o psf = ''- D.L. ZD. pS 4 CMEt-H.EL. rim 4 En.) . )A i.1oR-AIL : r7.o SGREfiAI $Lb6. i 3.01/4- PR., SLuDC,E, pomp srA. Materials for Precast Concrete: Concrete: fci = 35'00 psi (unless shown otherwise) . . fci = 5000 psi (unless shown otherwise) Prestressing Strand: 'V 270 ksi Low Lax H.T.S. Fi = 28.91 kips /each • F° ,, F zr ,_ '1•o' ASTM A416 Reinforcing: 60 grade ASTM A615 . All welded reinf. A706 W W Mesh: ASTM A185 i . Misc. Steel: ASTM A36 - Weld with E70 electrodes Welded Studs: AWS D1.1 SUBMITTED FOR APPROVAL .F1 - (Z AT1MC, : rz Ha-S NOV 1 O i':1': ;:) CALL. Sk S , /- /Q-o,o/-• ro r" La eESrc,,,i p MPRSE BROS. Cl_ A(;K A N1 7_ �j ektm,sk_7 rLJrt4E tv/APwcr g co�EFC.._ 0A-- � - / 1 to - 4 - v 6 P . —" — 8 —c, C /Loo f _ f_..7 .2./ ,., !WAL P 6 _S(C,N i C. 0/ INC. • CWC•l•ID(i I N 3.j.:_r3' o.?._.....V._ � ' ( (li .,yx,,'. 1 ' - ---- --- _____________ • .0 .1. 9 NOV ;3 0 1U09 • tT'i' " — "" '` e ° DR'�G9N �'4 i R. NOEXCEPTIONSNOFED �F a . 1 ���,� C� [xcFPTroNS Na rr -n *6 E La `' °'� - sraacr�e,,r 0 RETURNED FO Ft CO riih r_C(1(�r; NEVI F i' ?FSl�nn N V , Z1 i' r ^- • i . 0 - 8' ( -7!, Project N o . Sheet / i M ORSE BROS. Subject --\-----"/ Prestressed Concrete Croup PCI Certified Plants Date 1 - 1 'I . , .. I • " ... _;. ...... i . .... _. .L : ■ I 1 I 1 I " If a -1.,f1— . i erO • •• • . • 1 . —I- , f ! 1 1 I 1 1 I 1 ! • , T __ i I I : ! .1 . I • , , 1 , . _ . . . . 46 ....,,. •••■•• 1 1 - , i ; ■ a F . t • I . 1 1 [ .1 '-' . • - ."- ?, .w 1 1 : 1 o - -6 .::■+ 1 .■ ._ i;',1 t. •:,..!' • . ---- • . \ -I- •- 1 - _ ---1--1. 1 - - 1 11 • . , _. _ J vf • - fe, • • - •- i. -: .; . _ Fb ! •, .4. - .... l' ' 1 ! 1 1 — ; • 1 - alL.tc illd - ' !". ....--.. t it . • • -.5r I - • , 1 . : I - ' - 1 - _ '.- -- , _ ,:, SI -- '- - _ ... - -- - - - — - — — ) (t t° r OD c .E . D aa i (.• •r • - - I 1 , . e — T --- 1 / Ai..,t 4,..1 .1. ili 1 '1 101 I TI i i. / • • a ; "II •' 1 .... .:. a ..-,1. ::, ri . la ..g • '1% 1 lb .. I i t , ..e .... 0 --- r - • , .. , " ..- - --)t 1 , 4 • , ---,,----; .......„ . • 1 1 ; , 4 s. -.. .. iri -• Iv. - 4 .' • I t.... ■ 1 I I _ ._ 1 . 1 . / $ -----t--t_ . ... • , . • , , - ri. 1 0 A A -di I LI til . Iffil .1 ' '77 - 6 • .4 . 1 1 . . 1, , ... Id..7.9 ..7' ........ - ...i .. ... , /,' . ..1 • ■ . • I / )- 1,, -. . . • ... .:- i : Mg MO. . . .... . • i ' k . . , • , , , 1 . i . : , •111 , i , ., . ,, sLL,• A 4: E___ f U/-1 e• /a C-i C rA 1 . • ' A....a .)' f Ls Is ..I. ! . . . I '• '. ' '. : i . ! : I I 1 ; I . tfri 2.- I c-e.i,../ 11 INI■ i . • . . . I . . _ . • 1 I - 1 ., ! . / t i 04s,6_43.itt"....11 r . 24r gr,:ft--) T . I , . • ; . 1 ; , ..1 - ,_ ; -- i: ....-_:.-- t .-. + - -- --/. -- • t • - • . , I , . . , 1 , , .L.. 1 :,..1; I - 1 ; I i /..0.44!.., idi i .. , • ;__,_._r___...r______ ________+_.,...._.._..,......._..u._r_t____________I , . 1 , 1 , 1 . 7.. 1 1 i 1 i ; ,...:.,I. --- --.— — I. 1 . ! .._ 1 1 i if i 7 — — , , 1.... i t r i 1 • I I 1 , ..0 I _l__._i____i_-- ---4= .._ .I.___ __...L.._ . ! 4— 1 r : . , 1 1 ) , 1 , 1 . - - - t!, ,L. 7.0 1 4-.- • , a 2 0 i — - --- ..i..--.--!---.i i -----1.-1---"T -- ) -- i" - / ..r.1,4- . , . .. I • I L.- • ? kl.. . 1 t • : t 7 C • I . . • 1 I I i : k- . • 1 1 ill..i.,• i . • { F , im , , ys, -.. - . ,, , „ • _I.,. , — t, 1 ' 14, • .3 ‘ g' , . i , 1 , tBL, ., . „ •• .4.1- , . : , i • I , . , , , , . . • 1 , . 1 1 . •,, • ' ; i • , I , • , . . . ., .2r3-••••• I ' I , ,.., . .. L. :. _1 I • , . 1 3• 21.,r • • . 1 : ; . • • • . .., • i i 1 . , . - • . , i. ■-.1 n'PPO(f-01-1 I- , 3 ,i, 19,5" I s l • I t • ...--is •-, (.2 .:1..__1 .....! ..... , ., . , ., ,, ' 1 ' t • , I ... a..j. ri -- t cr i I • . I 1 1 L 8 ,f i I Lc- 1 I i_ via I ' ' _ , I L , , — : , • i i 1 i I : I i I 0 1 (2.. u . = . 2_1 . ...1 Inn n0 rya - .3., - 1 - e:.wcepowl........•+,1 ronme..,......j.,•■•••••.L.....".......rIve.zartecn.• • ••••••••,,,pas•cen...?soscaresarovieraw.ver11.....■ •,,,,,ti..".....n:vt.m.n..4..,Irs.e.ses. • _ P. O. Box 181, Harrisburg, Oregon 97446 (503) 995-6327 P. O. Box 68, Clackamas, Oregon 97015 (503) 655-51,11, r , 'Cry 2 DURHAM AWWPT EVAPORATOR BLDG ROOF 8in COREFLOOR W /2in TOP COMPOSITE Page 11 10 -10 - 89 GEORGE LASZLO P.E. DIMENSIONS CONCRETE & STRAND DATA Span 16.00 Ft Concrete Density 150 Pcf Tributory width of. Topping g 28 Days 3500 Psi Uniform Live and D.load 48.00 in Strength @ 28 days 6000 Psi Flange total Thickness 3.25 in Flange Width (Beam W) 24.00 in Web Width 6.00 in 1/2 in dia.270 Ksi Strand Beam depth 8.00 in Initial Force /Strand 28.91 Kips Composite depth 10.00 in .. Added Weight of CompSec. 372 Lbs /Ft Uniform Live Load 75 Lbs /Ft2 Transfer Force /Strand 27.71 Kips Superimposed Dead Load 30 Lbs /Ft2 Final Force /strand 23.10 Kips L� SECTION'PROPERTIES= Bare Section CLF Composite Section S1.4-r f ) Area • 107.00 in2 144.00 in2 I (moment of inertia) 838.00 in4 1535.00 in4 Y top 4.00 in ' 2.73 in () Y top - topping 4.73 in Y bottom 4.00 in 5.27 in :.S top-- op -. - : ' 209.50' in3 562.27 in3 S top topping,- . 324.52 in3 S bottom 209.50 in3 291.27 in3 •D @ hold -down 6.25 in E @ hold -down 2.25 in D g end 6 .25" in E @ end 2.25 in Hold Down di from end of beam 16. Ft (2,) • • BEAM WEIGHT` .,- 111 :46 Lbs ' MIDSPANMOMENTS:'. • M beam (sl ab`)'ti:: ... • 3.57 Ft -Kips • M added' compbs'ite sec. - 11:90 Ft -Kips M service (superimp) DL. 3.84 Ft -Kips M LL. 9.60 Ft -Kips Mu (regilz:ed . atrength) .43 Ft -Kips X3,5 t..� la;' to La ,r�. ,,c,l+..6 STRESSES;:IN MEMBER (Psi) - USING .03 STRANDS ( 0.4634 in2) Fi =28.91 Kip) - 27� • - Compr. + Tens. ALLOWED END 0.1 *L 0.2 *L 0.3 *L 0.4 *L Lc SPAN Transf.rn :. � -.2400 00 +379 Transf .BtBtm - 1685• -1611 -1554 -1513 -1489 -1480 � Final Top -2700 97 -325 -653 -888 -1029 -1076 Final Btm +465( +930) -1404 -886 -483 -195 -22 35 Topping;Stress ":497 Psi 'phi `Mn CAPACI'TY •'.. ' 6 .. Kip -Ft Mu REQD•. 43.35 KIP -FT ‘ e'F " ') rg 2 DURHAM AWWPT EVAPORATOR BLDG ROOF 8in COREFLOOR W /2in TOP COMPOSITE Pageg) 10 -10 -89 GEORGE LASZLO P.E. ELASTIC MODULI ElastiC Modulus at 28 days 4695.984 Ksi Elastic Modulus at Transfer 3834.254 Ksi CAMBER AND DEFLECTIONS Releasse Erection Final Prestress 0.271 in 0.487 in 0.595 in Beam DL. -0.051 in -0.095 in -0.123 in NET CAMBER 0.220 in 0.393 in 0.473 in Composite Topping DL. -0.139 in -0.321 in Superimposed DL. -0.025 in -0.074 in NET CAMBER 0.229 in 0.078 in LL. Deflection -0.061 in CAMBER AT FULL DL +LL 0.017 in SHEAR VALUES AND SHEAR REINFORCING .) Ft From END 0.8 1.6 2.4 3.2 4.0 4.8 5.6 6.4 7.2 Lc SPAN Vu (- Ka.-ps) - - 10.8_ �_8 -__.- - 8-._7-- 7.6 - 6 .5 .5.4- - 4.3 3.3 2.2 1 . 1 0:0 phi Vol 46 :.5 22.4 14.3 10.2 7.7 6.0 5.5 5.5: --- 5 -.5 - - 5.5 'phi Vcw - - - - -- -11 _ - 14 :6 1 -7 -.8 19.9 - 20.3 r°• Av e,._•• e .. . ... ■ .•• .,■•• • ••• . ... . ... e.eet O 0.000 N o S A ( . (. ) Maximum Stirrup Spacing (.75h)= 6.00 in ( or 24 in max) (e._.a. , HORIZONTAL SHEAR �..� HORIZ.SHEAR IS 58 Psi (LESS THAN 80 Psi) - NO HORIZ.SHEAR REINF.REQUIRED , ■ 7 • f 17 L f 7- r n - 2 "1747 ti 2 7 `l • ✓�rr�, -i�� 1L_' . ti a 5_A3 _ r !..:,�. Air Commodities /Oregon - ; 4 -: -A 'DIi ION OF-A1R CQMMMODFI I $ TNC. ! ;,111 _._ •- 1111... --- .- - - —°----. `.--------- ' ' HEATING • VENTILATING • AIR CONDITIONING EQUIPMENT o' ac '.zt '{x° tY��,�.� �t arosl�' � 1111. T ^'�r� ki(4., ' '{ t `i },' :<4"^ Y* a t' ' ,. .. ° ms's }�w� � �+ ,s - 'z A ) PROJECT: >,., M1 � • G- tr y "f,�i''vP y "' r'� sY p, ` z x LOCATION: t ' •1 s e ti,_ , s >� < a I 4. v.;r 2 F . , r A , . ...* : 4 `r `,, , . ... 7,,i .k, g :�. :`i. 5 . ' ` 4 " 'r t-�t ttt i s ` y 4;til f { . ` ed j a i c : -t. N , +t ' Z 4 ; . - .: ` 1 f d Y ARCHITECT: : d .Y .'�.' , r � �1? w ' , 2 3 ! 4l , A y ' + 7 x r n. afW.E. $A a.� `v, ry Tcv, h+.9Rt tt ; u �t s��. � � 1 rai t t t 7' z .1., tx ENGINEER: 4 �w a t , w 5 t , ti ' .mot. . . ., ,t:- i w -s ,. ,u5u t , .k 4' x f 4 ,4 ° t +. a w., k r ` ',.1 . ' NZZVA CONTRACTOR: - ,ii, , 4 : i K ' { .. . z, illii. � �, � , r. .v -"�'1 t $ "9�' fir' t t t-r � :� +�� e}`.. �jh tyx j �l.a p t� t * 1 '5'; , 'M At . i` a �� ;,:,',:'.:•,.• N J Y4i thi't�'' {G"�.1.K�{Y].�o".Cr t , . JQ .ult' �"+i 4 ,ii CONTRACTOR PO #: "A. , i i4 9 T rg a 5. `^5` is.,. C r 3 DATE SUBMITTED: t 1 t t I i 01 6 m, ,k: r h '!1 1 a te Ir' ,5k s `� Yea. e�, 4s x r«n+ r na afi 404 # -a+aw. sa { d, p er , �G4 CONTACT: • i ; � µ . r . . ,., as .0 y T iz ct S e m t ,R k �� 4rn'3X ....0i0, Z, ' , ' 4 2 �. ; y , . . Y,A - z tv 4 W ' gi is - t ��� ,"on1 � 30 -= ;z " AC/0 U V i ti : 4 1 " 7 i u , — f w . - ' t t l k �: `ir � s 4 : �� 9 ; 'F t t. tvg 'tti 4 $'t n R S .t +t . 0,,tl 44: C R 1 �..n $11'l" f Y t } YrI.N,APr4 %may' -h� y � SS � I { + ITEM SUBMITTED: x w i 1. 7 .41,:r.'? a ;V r1 Y 1g'�r' i'k{ \ \ \ \ \ \\ �a MANUFACTURER: REZNOR /Elf.; , 0,4 t-d a k Y .Y+ 3. ^t Y. S ,£ t, s � Y a `� tixr., tit',.:. • x " , . f - � nr . W {please see attached literature} t. 1500 N.E. SANDY BOULEVARD, PORTLAND, OR 97232 — (503) 238 -6900 FAX: (503) 238 -8764 1- 800 -575 -2473 Direct Fired Makeup Air Schedule Nominal Inlet Ext. Total Line Reznor Burner Gas EAT LAT Gas Mtr Fan SP SP Motor Voltage No. Qty Unit Tags Model -Size Size MBH Pres °F °F Type CFM HP RPM "WC "WC HP & Phase Unit Notes 1 1 MUA -1 RDF -1 -20 250 2200 1.5 1278 0.5 0.94 1.5 480/3/60 RECEIV S!;:') 2 n 1007 Unit Notes: CITY OF Tl r 1) BUILDING aAFiD 2) DIVISION 3) 4) 5) • Date: 09/20/2007 Job Name: CLEAN WATER Location: PORTLAND, OR MEM MUA -1 direct gas fired makeup air heater, hot surface ign, double wall RDF -1 -20 indoor /outdoor cab on curb cap, 24v cntrls Al Class I Blower w /sealed bearings AG31 55-90 deg Elect Modulation & Override AL7 1.5 tHP ODP Motor , T.�t ... 1 1 .7� , atr,q AN10 IEC Motor Starter F ' i rkp naj AR1 100% Open,Air_inee __toNnit BE2 Discharge temp low limit (fearestat) 9M76- 1/2 psi Manifold. up. to iota ME ._.; LPN r, BY/ / US Certification to ANSI; Standanis 4£ tr1i 1 .i{ Cfr7 Outdoor 600v,30a non fusible disconnect RCT7 Mount Override Stet on Console The other material i not included in theb being submitted Thee They arenot tieing offered for pages s attached a may . Indoor /Outdoor, Direct Fired Gas Heating /Makeup Air System for ® Commercial / Industrial Use Model RDF (4117 O O TIFIED r s- , , . . Far I F�`� t $ ' i ^ " ANSI Z83.4 - (100% CGA 3.7 - (100% OA) s ,I j t, ; OA) a ANSI 283.18 • ,' a• m ` I t e' l' . A *A' r, K "i °y.. a, �''. T PA y � Si i {f o ya k L' t q i _ m 8 ,,, A , The gas train includes main and pilot gas shutoff .�_ - ` ` valves, a manual shutoff leak -test valve, a pilot ",.xk:. regulator, a pilot solenoid valve, and either dual solenoid valves or fluid power valves, depending on the application requirements that determine gas train selection. Gas trains meet ANSI standards, and options are available to meet FM and /or IRI Description: requirements. Standard controls include a remote The Reznor® model RDF series single - blower, control /monitoring console, high and low airflow proving switches, automatic and manual high direct, gas -fired units are certified by ETL to temperature limit controls, an adjustable outside air ANSI Standard Z83.18 and Z83.4. The units are temperature sensor for burner cutoff, burner and designed . for indoor or outdoor installation with blower service switches, and a remote temperature cabinets of insulated, double -wail galvalume selector with discharge sensor. A disconnect switch, a steel construction. Configuration is horizontal diagnostic light panel, a space override thermostat, a with either standard horizontal discharge or potentiometer, or a pressure sensing damper control optional vertical discharge. device are all available as options or components of The system is factory assembled and mounted the air control option selected. Systems installed on a curb cap for single unit field installation. outdoors MUST Include either an outside air hood or a The RDF series has a heating range of 20 - model REC evaporative cooling module. 3,000 MBH and an air handling capability range of 1,000 - 28,000 CFM. The blower section Features: includes a single blower that is statically and t makeup dynamically balanced for vibration free • ETL • TL certified to ANSI Z83.18 and Z83.4 operation. Depending on the model size and • 20 - 3 r heating range CFM requirements, the blower is either class I or • Double-wail, Insulated Industrial grade construction drive lave packages is available abld A to match application motor horsepower and ti • Horizontal configuration with horizontal discharge requirements. Motor o drive packages pl inclu • Dynamically balanced centrifugal blower an IE IEC style contactor c r a ann ontactor or starter, and et rterr, , adjustable le e d e NEMA standard motor, IEC contactor (1/2 - 3 HP) or an IE • starter (5 - 30 HP) motor base, adjustable sheaves, and drive belts. • Adjustable belt drive- The direct -fired burner is cast iron with drilled • Electronic modulated cast -Iron burner with stainless ports and stainless steel mixing plates for high steel mixing plates efficiency combustion, designed to meet ANSI • Electronic modulating gas control (25:1 turndown emission requirements. The pilot and flame ratio) monitoring device is an electronic (hot surface) • Hot surface intermittent ignition system with ignition system and flame supervision with prepurge time delay (U.S. patent no. 5,556,272) 100% lockout. Burner firing rate is modulated by • 24 -volt transformer (fused secondary) a temperature selector and sensor to maintain • Adjustable outside air temperature sensor the desired discharge air temperature. (economizer) • Safety limit controls including high and low air flow proving switches, automatic and manual high temperature limits, flame supervisor with 100% . lockout • Gas train with dual main solenoid valves, main and pilot manual shutoff valves, manual shutoff leak -test valve, pilot regulator, and pilot solenoid valve • Burner and blower service switches Options Al: Class I forward - curved Double Width Double Input blower with encased sealed bearings AA1: Unit equipped for natural gas AG31: Electronic modulation with duct sensor, amplifier (Maxitrol Series 14), space override thermostat and remote temperature selector. Discharge air temperature control (55- 90 °F). Includes discharge air sensor, amplifier, and remote manual temperature selector and control switch mounted on separate 4x4 boxes, along with space override thermostat. AK7: 460 Volt, Three Phase, 60 cycle supply voltage with 24 Volt Internal transformers for Control Circuit. AL7: 1 -1/2 HP 1800 RPM open style blower motor AM18: Fan /drive at 1251 -1300 RPM AN10: Motor starter, IEC open, for single -speed motors ' lMrl«d 4M+, AQ4: Horizontal Discharge with two - position Motorized Damper. AR1: 100% 0/A Makeup -- Constant Supply Air Volume, Horizontal Discharge. FT, AS7: 100% outside air hood with filter rack with 2" permanent V -Bank filters BE2: One factory- installed freezestat, adjustable reset with time delay relay BLI: 250 MBH, 6" burner, Linear BM76: A psig maximum gas pressure rated manifold with manual pressure regulator, redundant main gas valve, Maxltrol electronic modulating valve and two manual shutoff valves. For use with Electronic Modulation or DDC Modulation gas control options up to 1000 MBH. (1" npt) BN2: High ambient limit control (burner cutoff), adjustable 0° =100 °F BY1: AGA C13: 16" roof curb with horizontal discharge CP7: 30 amp, 600 volt, non - fusible outdoor raintight disconnect switch RC14: Blower -on indicator light, burner -on indicator light, summer/winter /off control switch, safety lockout indicator light, dirty filter light PM RCT7: Mount Room Override Stat (same as CL9) on Console Steen * :ms .:mo • M i SH2: Ship Via LTL (crate unit) • MODEL(S) - RDF 1 -20 RDF 1 -RDF 1-40 - RDF 1-50 - RDF 1-65 5 718 t 1 z I r = 0 ■ I I s I I I I 248 I z O_ I 1 DISCHARGE i 3 o Zt I E ; I 1 I 1 0 I 1 1 �. _ _ _, L J 74 14 1 g r 1--- 1 8 708 – -`- 798 --_:.` 72g --I 444 (CABINET WIDTH) 378 -I 3 1 7 I 214 1 1 - — I � ` I 4 HORIZONTAL OUTSIDE AIR 318 CONTROL BLOWER 371 DISCHARGE 1a OPENING COMPARTMENT COMPARTMENT (CABINET I HEIGHT] a& I Mirs 138 24V WIRING SUPPLY WIRING 21 i 4q- • - SUPPLY 2 {INSIDE WIDTH OF CURB CAP) 84 1 1 1 - (p1SIDE OF CURB CAP) 88 - (FULL LENGTH OF OUTSIDE OF CURB CAP) ALL DIMENSIONS ARE IN INCHES