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Specifications • �.. • • Al E C2o . 10 - oc. 574 • 1 0 x(00 S W -evt Pd 200 COMSYS EXPANSION HVAC MECHANICAL UNIT ATACHMENT LINCOLN TOWER SUITE 200 10260 GREENBURG RD, TIGARD, OR 97223 STRUCTURAL CALCULATIONS SHEETS MECH UNIT ATTACHMENT MA I - SKETCHES r I `. (10 PAGES TOTAL INCLUDING C( � Gov 16.6° �� P ROff //� C1 pF T1 M D PE • November 11, 2010 CIDA PROJECT NUMBER: 100170.01 15895 SW 72 AVE, SUITE 200 PORTLAND, OREGON 97224 (503) 226 -1 285 3 fax (503) 226 -1670 E -MAIL: info@cidainc.com COMMERCIAL INDUSTRIAL DESIGN ARCHITECTURE P.C. C:IDA INC. • • • CIDA Mechanical Unit Attachment CDG TEL: (503) 226 -1285 Comsys expansion HVAC 11/10/2010 FAX: (503)226 1670 Tigard Oregon 1001 - -.01 MECHANICAL UNIT ATTACHMENT- LATERAL FORCES Mitsubishi PURY- 288YSJMU -A 24 -ton unit Consists of (2) P144YJMU units W := 6621b•2 Weight of unit W := 1401b Weight of curb W := W + W W t = 1464 lb L := 69in•2 Length w := 30in Width of unit h,,, := 65•in Height of unit w := 32in Width of base h := 12•in Height of curb/base (2x12 platform) w P i .= 36in Width of platform • h := h + h h = 77 in Total height of unit on curb • SEISMIC PARTS AND PORTIONS (Tigard, OR 97223) Mapped S := 1.061 site' class= D Adiusted Maximum F := 1.08 Sms 'S FaS S = 1.15 Design 2 SUS 3 —•N Sim = 0.764 h := 3011 1 := 1.0 a := 2.5 R := 6 • z := h Air side HVAC component 0.4'a p SDS• z l Fp := 1 + 2. h R Fp = 505.72 lb 0.7•Fp = 354 lb Total seismic P WIND LOAD :-BASED ON 2009 IBC/ 20010 OSSC Va := 95 Exposure B I := 1.0 Kd := 0.85 Kh:= 1.13 G := 0.85 K 1.0 Cr:= 1.3 q 0.00256•Kh•K V F := G•Cr•g 1 F = 24.52 psf Pwind unit F•L•hm P windunit = 1527 lb Wind on mech unit Pwind F•L•h [' = 1809.48 lb Total wind Controls over seismic E: \adcadd \10\Comsys Hvac \IateraIMECH.mcd • • CIDA Mechanical Unit Attachment CDG TEL: (503) 226 -1285 Comsys expansion HVAC 11/10/2010 FAX: (503)226 1670 Tigard Oregon 1001 - -.01 -- - - - OVERTURNING - MITSUBISHI PURY 288YSJMU -AHVAC UNIT - -• - - -- —.. . - - -- LC # 7 0.6D +W Overturning at unit to curb h Mot := Pwind unit' M = 4136.94 lb fl Mres := Wp' wm M res = 1655 lb ft Mres = 0.4 2 Mot (M - 0 . 6 •Mres) Fupl w - tin Fupl = 1347.4 lb Uplift ATTACHMENT Design attachment for 15281b sliding and 1348Ib tension at unit to platform connection Try #12 Screws to side of platform Pwind unit = 1527.48 lb Tallow := 231 lb Vallow := 171 lb F upi = 1347.4 lb Per Screw Per Screw Pwind_unit Fupl U :_ + U = 0.932 < 1.0 therefore okay 2.12•Tam 12Vallow Use (3) attachment plates w/ (4) #12 screws to platform ea. side of unit (6) plates total Overturning at base of curb from wind • ASD loads for attachment to curb 1.0dD +1.0W, 0.6D -1.0W Mot Pwind'I'. 2 J - M = 5805.42 lb ft • Mres := W wpl Mres = 2196 Mres t' = 0.38 2 M ot• Mot - 0.6. M Fup2 w pl Fup2 = 1495.94 lb Uplift ATTACHMENT Design'attachment for 1810Ib sliding and 1500lb tension at platform to slab connection Try #12 Screws to side of platform Pwind = 1809.48 lb F up2 = 1495.94 lb Vallow := 171 Ib Per Screw Tallow := 231 lb Per Screw := Pwmd Fap2 U + U = 0.844 < 1.0 therefore okay 2.15 • Tallow 15 Vallow Use (15) #12 screws to ea. side of platform E:\adcadd \101Comsys Hvac \IateraIMECH.mcd • • CIDA Mechanical Unit Attachment CDG TEL: (503) 226 -1285 Comsys expansion HVAC 11/10/2010 FAX: (503)226 1670 Tigard Oregon 1001 - -.01 LRFD loads for attachment to concrete 1.2D +1.6W, 0.9D -1.6W l.6Mo - 0 . 9 •Mres) Fup_ult .Fup_uit = 2437.42 lb Uplift wpI pwind ult 1 . 6 ' kind p wind ult = 2895.17 lb Shear • Try (3) 3/8 "x 3 1/4" embed Simpson Titen HD anchors ea. side of platform Fup_ult Twi := 3 Tl o h = 812.47 Ib wind ult Vbolt : 6 Vholt = 482.53 lb U := 0.77 <1.0 OK use (3) 3 /8 "dia Simpson Titen HD anchor w/ 3 1/4" min embed at each support-- install per ESR 2713 • • E:\adcadd\10 \Comsys Hvac \IateralMECH.mcd Page 1 of 2 /xiA;'/ Anchor Calculations Anchor Designer for ACI 318 (Version 4.2.0.2) Job Name : Comsys Expansion HVAC Date/Time : 11/10/2010 1:28:01 PM Calculation Summem- ACI 318 Appendix D For Cracked Concrete Anchor IAnc Anchor HD ' /A I lit of Anchors 'Embedment Depth (in) 'Category I Concrete Concrete 'Cracked If (psi) ITc,v Normal weight Yes 4000.0 1.00 ( Condition `Thickness (in) I Suppl. Edge Reinforcement B tension and shear 7 No Factored Loads I Nua (Ib) IVuax (Ib) I ( I Mux (Ib'ft) IM (Ib'ft) 813 483 0 0 • 0 � e a (in) le 'Mod/high seismic Apply entire shear 0 front row 0 0 Yes No Individual Anchor Tension Loads N uat (Ib) 813.00 e' ) e' 0.00 10.00 Individual Anchor Shear Loads I V vat (Ib) 483.00 e' e'vy(in) _ 0.00 .10.00 Tension Strengths • Steel (G = 0.65 ) I N sa (lb) IcPNaa(lb) I Nua(Ib) IN ua /m Nsa 10890 7078.50 813.00 0.1149 Concrete Breakout (0 = 0.65 , 0seis = 0.75 ) I N t (Ib) 10N INua(Ib) INua /ONcb 3997.57 1948.81 813.00 0.4172 about:blank 11/10/2010 Page 2 of 2 /j' A Pullout on= 0.65 , Chseis = 0.75 ) N mN N N /4�N • 3415.26 1 1664.94 I 813.00 10.4883 l Side•Face Blowout does not apply Shear Strengths Steel (G+ = 0.60 ) .. Ve I O� Ve q (Ib) V V us /4A /nn 2855 1713.00 1483.00 ,0.2820 Concrete Breakout (case 1) (0 = 0.70 , 0 BBis = 0.75 ) I V ebx(Ib) I /� 7335.78 3851.29 483.00 0.1254 • I V cby (Ib) ' l V u,y( I b)1 Vusy /0V r V /OV 7335.781 10.00 0.0000 1 0.1254 Concrete Breakout (case 2) does not apply to single anchor layout Concrete Breakout (case 3) (0 = 0.70 (N = 0.75 ) c51 edge I Vcby(Ib) 10V,y(lb)1Vuay(Ib)IVuay /0Vcby 14671.56 7702.57 0.00 0.0000 c edge V 0V Vuax(Ib) V uax /4 'Vcbx 14 671.567702.571483.00 J 0.0627 I c edge 1 Vth IlaVeby(Ib)I V uay /0V 14671.56 7702.57 110.00 0.0000 I c edge V cb( I b): 'Vcbx(Ib) Vuax(Ib V uax /0V cbx V un /PV cb . 14671.56 7702.57 1483.0010.0627 _0.0627 Pryout (0 = 0.70 , Ox = 0.75 ) V 0Vcp(Ib) V Vuax /0Vcp 3997.57 12098.72 1483 ,0.2301 I V cp (Ib) [0Vcp(Ib) 1 • Vuay /PVcp Vua /mVcp 3997.57 2098.72 0 0.0000 0.2301 • Interaction check T.Max(0.49) + V.Max(0.28) = 0.77 •= 1.2 (Sec D.7.31 Interaction check: PASS Use 3/8" diameter Titen HO anchor(a) with 3.25 in. embedment N O N 5.) co ca L X44 4445 SW BARBUR BLVD., SUITE 200 PROJECT NAME: Paol. No. SH1t1 PORTLAND, OREGON 97239 -TEL: 503.226.1285 FAX: 503.226.1670 Tint: Br DAit: E -MAIL: into @cidainc.com _.. - T .. I Arc; 1 " ,9,ki,fi ,x).e"rx} . 1 I I f ___. (y� �T - -.- 3I - - - -- = -- - - -- -- • li/j 7. / 'i/ , - i 7 1 — _l___I , 1 7 _ 1---- . kv 2' -4 /, 9/ii4r . ? . -� - - L - - - - -- -- - - - - - -- E - — • w 17 /3 . ii : <- - ' 40 I I- _t_fki_ •_, . -_-_ / 4,, . . _z_ ) t_ ,„, off■ rim ■�_� ®wacomminal - - - __ J!PU1P! ■�i ■i■i■� ____[__ EMINIIIn III 711E9 ■ ■ _■■ _ - a Il "" RI 1112111M 57 % _ ■ .::: 'MAW= Ell • 7. I 3 �- tt�tt�t� t�at�t�� ■M■ ■ s�ras���©o� N E� • IIIM I NI U L tale r i ■ ■ ■E ■ / d, o� M■ ®ER ■Ee■.■■ Ill ■...ai■E I I I.`. MEMO !■e= melo ■■■■■■■■ ■■ ■ ■ ■ ■■ ARCHITECTURE • ENGINEERING • PLANNING • INTERIORS • LANDSCAPE • • • FIELD FABRICATED . 0 PRO �i W/ PLATFORM--2x12 PLYWOOD BUD � 6 3 1 N � 4 , � , J # t • OREGON 0 & /p 13. T C v� / S D. 'EXPIRES: 6/30/11 2x12 i- 111 allik N CZ' d d' N 0 2x12 0 EW MITSUBISHI 20TON PURY- P288YSJMU -A UNIT 1400LB MAX UNIT WT 0 • II ‘ 24 "x24" CONC. BEAM BELOW 0 • � CM FRAMING 1/2- - 1. -0" COMSYS HVAC MECHANICAL UNIT FRAMING AND ATTACHMENT TIGARD, OR 11.10.10 1/2" = 1' -0" • ( �+1 J, �� CDG 100170.01 VV. .:6 44 4445 SW BARBUR BOULEVARD SUITE 200 PORTLAND. OREGON 97239 TEL" (503) 226 -1265 FAX: (503) 226 -1570 ARCH! - r I= C T U R E • E ro c ; I N r- R I ry G • HI__ A N N I N c • I N T i_ JR I O N S © 2007 GM wc. AL RIGHTS RESERVED • EW MITSUBISHI 20TON PURY- P28BYSJMU -A UNIT r 662LB 662LB 4x6 FLAT AT END ATTACHMENT LOCATIONS 2x12 AT CENTER ATTACHMENT LOCATIONS 1\1 • \--- (E) CONC. ROOF SLAB • S . RUC Tu 63 NE / A , OREGON n ee 13. 2 �0 /p 13. D. GPC' EXPIRES: 6/30/11 CU1 FRAMING 1/2" = 1' -0" COMSYS HVAC MECHANICAL UNIT FRAMING AND ATTACHMENT TIGARD, OR 11.0.10 1/2" = 1' -o" CDG II���''''11 J�.. ���� 100170.01 L 4445 SW BARBUR BOULEVARD SUITE 200 PORTLAND, OREGON 97238 TEL (303) 226 -1285 FAX: (503) 226 -1870 ARCH I IF I UPI: • ENGINE. f=NING • PLANNING • INl IEIRIORS © 2007 CID' INC. eu RO OS RESERVED T U q � 63 F �y 7 REGON (1) 3/8 "m THREADED STUD AT END OF UNIT I S D. OPG (2) 3/8 "0 THREADED STUD AT CENTER OF UNIT (EXPIRES: 6/30/11 FOR UNIT ATTACHMENT 4AS REVD* tc,-1 NEW MECH UNIT PER PLAN B R1/8" BENT P W/ 3/8 "o THREADED • � 3' -O" _ STUDS ON TOP FOR UNIT ATTACHMENT AND (4) #12x2" SCREWS TO PLATFORM AT EACH END. AND AT MIDDLE OF UNIT (6) TOTAL PER UNIT- -WIDTH OF TOP FLANGE OF BENT PLATE AS REVD TO PROVIDE . FULL BEARING FOR UNIT _ --- -- _ __ -- _— ____ -____ - — __ SUPPORT RAIL 1111 Mi 2x12 EACH SIDE OF UNIT- - NAIL CORNERS W/ '(3) 16d MIN. \-4x AT ATTACHMENT LOCATIONS • • \ .__ u a I I .5 a A ° 4 ,, � ATTACH PLATFORM TO ROOF . 19/32" 'PLYWOOD PLATFORM-- W/ (3) L3x3x 1 /4 "x 12" NAIL TO..2x W/ CLIPS EACH SIDE (6) TOTAL 10d AT 6" O.C. ALL EDGES ATTACH EA. CLIP TO PLATFORM W/ (6) #12x2" SCREWS AT 2" 0.C. (E) CONCRETE ROOF SLAB ATTACH CLIP TO SLAB W/ (1) 3/8"o SIMPSON TITEN —HD ANCHOR WITH 3 1/4" EMBED MECH - UNIT AT PLATFORM COMSYS HVAC MECHANICAL UNIT FRAMING AND ATTACHMENT TIGARD, OR 11.10.10 1" = 1' -0" CDG 100170.01 4445 SW BARBUR BOULEVARD SUITE 200 PORTLAND, OREGON 97239 TEL (503) 226-1285 FAX: (503) 228 -1670 ARCH I T E C T U P I: • E N C I N F I E R I N G • PL A N N I N G • I N T E P I C) F2 © 2007 aDA RC. ALL RIGHTS RESERVED .AMERICAN HEATING: FAN POWER BOX . • ATTACHMENT @ CONCRETE OVER METAL DECK Pik :UDR iOO:'_\�«1:\W W14_1usi RECEIVTS � MECHANICAL UNIT CALCULATIONS ' MA I -MA4 SKETCHES NOV 1 0 201010 CITY OF TIGARD BUILDING DIVISION 0,D PR 4 ,�� D.. Gq it % EGON _ 4 . C eye 13 Zo Oi �Q 1 )44, 42073 � rs D. GPG 1s/ON ` `: I EXPUtES:6/30 /// 1 • (EXPIRES: d7 / //O • I September 28, 2009 CIDA PROJECT NUMBER: 080028.01 4445 SW BARBUR BOULEVARD, SUITE 200 PORTLAND, OREGON 97201 (503) 226 -1285 3 fax (503) 226 -1670 E -MAIL: info @cidainc.com COMMERCIAL INDUSTRIAL DESIGN ARCHITECTURE P.C. CIDA INC. M µ CIDA Standard Mechanical unit Attachment cdg TEL: (503) 226 -1285 Fan Power Box 9/28/2009 FAX: (503)226 1670 MECHANICAL UNIT ATTACHMENT - LATERAL FORCES Fan Power Box Hung below floor framing W P := 2501b Weight of unit L := 24in Length w := 24in Width of unit h := 18.in Height of unit SEISMIC PARTS AND PORTIONS (Portland, OR 97229) Mapped S, := 1.073 site class= D Adiusted Maximum F := 1.07 S := F S = 1.15 Design 2 SDS 3 ' S ms SDS = 0.765 USE S := 0.80 CONSERVATIVE FOR PORTLAND METRO AND VANCOUVER WA AREAS h := 10 z := h.0.75 Assumes maximum 4 -story building with box under 4th floor 1 := 1.0 a p • = 2.5 R P • = 6 Values for air side HVAC per table 13.6 -1 ASCE 7 -05 0.4•a P SDS•I / z Fp := I I + 2 h ).‘„ Fp = 83.33 lb 0.7•Fp = 58.33 lb Total seismic Fpmin := 0.3 SDS lP WP Fpmin = 601b 0 . 7 •Fpmin = 421b Total seismic 0.2 -S W = 40 1b MA CIDA Standard Mechanical unit Attachment cdg TEL: (503) 226 -1285 Fan Power Box 9/28/2009 FAX: (503)226 1670. • • VERTICAL A OF FAN POWER BOX TO UNDERSIDE OF • Pcomer WP Pcomer = 62.5 lb Vertical load to corner 4 support from dead load hm Mot Fp. 2 Mot Pseis w 2 Pseis = 15.63 lb Vertical load to corner m support from seismic overturning ASD loads for attachment to unit 1.0dD +0.7E, 0.6D -0.7E • (0.2S W l P1 := Pcomer + 0 . 7 1 4 + Pseis) P = 80.44 lb Maximum vertical load ( 0:2•SDS• W • P2 := 0.6.P,,,„ - 0 . 7. I 4 + P seis P2 = 19.56 lb • • Minimum vertical load > 0 no compression in vertical support Try (1)410 SMS at box (20ga minimum 22ga hanging strap ) . V low P 1041b U := i U = 0.77 <1.0 OK Use (1) #10 SMS at unit for vertical hanging Vaiiow strap attachment- - Alternate: use 3 /8 "dia threaded rods for vertical support attach to unit per manufacturer • • LRFD loads for attachment to concrete 1.2D +1.0E, 0.9D -1.0E . • r (0.2•SDS•W 1 1 Piult I. 1 .2 P�mer + 1.0 I 4 P I 1.3 •P lult = 130.81 lb Maximum vertical load rr 0.2. Sim P2utt j 0 . 9 Pcomer - 1 . 0 'I 4 + Pseis I •1.3 Pu = 39.81 lb Minimum vertical load > 0 no \' /// compression in vertical support • Note: loads increased by 1.3 per ASCE 7, -05 section 13.4.2a • Try 3/8 "x 1 1/2" embed Simpson Titen HD anchor at support • N := 580lb Pullout resistance (conc. on metal deck - cracked) Vst := 2240lb steel strength in shear (conc. on metal deck - cracked) := Pi t'lt U U = 0.46 <1.0 OK use 3 /8 "dia Simpson Titen HD anchor w/ 0.75.0.65•N 1 1/2" min embed at each support- install per ESR 2713 • /JO) • 3 CIDA Standard Mechanical unit Attachment g TEL: (503) 226 -1285 Fan Power Box • 9/28/2009 • FAX: (503)226 1670 • • • . LATERAL BRACING OF FAN POWER BOX Box is braced by splay wires at 45degrees vertical and horizontal each corner (4) total. • T wire := 2 Twire = 83.33 lb LRFD for attachment to concrete • Tull := T w ; re • 1 .3 T = 108.33 lb 1.0E load increased by 1.3 per ASCE 7 -05 section 13.4.2a V := Tu Ven = 76.6 lb Vertical component of wire force Horn := Tu H = 76:6 lb horizontal' component of wire force . V Try 3/8 "x 1 1/2" embed Simpson Titen HD anchor at each wire • • N := 5801b Pullout resistance (conc• on metal deck - cracked) • Vs1 := 22401b steel strength in shear (conc. on metal deck - cracked) • U .- Ven + Horiz • ' 0.75.0.65•N pn 0.75.0.60.V U = 0.35 <1.2 OK use 3 /8 "dia Simpson Titen HD anchor w/ s� 1 1/2" min embed at each wire -- install per ESR 2713 ASD for attachment to unit (0.7E) • . TASD T T = 58 lb • . Vcn.asd := TASD Ven asd = 41.25 lb Vertical component of wire force • • • • • TASD • Horiz asd := r Horiz asd = 41.25 lb horizontal component of wire force Vz Try (1) #10 SMS at box (20ga minimum) • Vallow := 14016 Tallow := 66lb U + Ven_asd HOfiz U = 0.92 <1.0 OK Use (1) #10 SMS at unit for wire attachment Vallow Tallow - Try 12ga wire • A w;re := 0.0088in Tallow wire := 0.9•A,,,; Tallow wire = 261.36 lb TASD • • Uwire •= T U = 0.22 <1.0 OK Use #12 wire braces allow wire • • . • CIDA Standard Mechanical unit Attachment cdg TEL: (503) 226 -1285 Fan Power Box 9/28/2009 ' FAX: (503)2261670 . • • Alternate anchors: • • 1/2" dia Simpson Stronabolt w/ 2 3/4 "embed ESR 1771 • N := I 335Ib Pullout resistance (conc. on metal deck - cracked) V := 4405Ib steel strength in shear (conc. on metal deck - cracked) '• 3/8" dia Powers Snake+ w/ 1 5/8 "embed ESR 2272 N := 1075Ib Pullout resistance (conc. on metal deck - cracked) V := 7701b steel strength in shear (conc. on metal deck - cracked) 3/8" dia Powers Stud +: SD1 w/ 2 3/8 "embed ESR2818 N 13751b Pullout resistance (conc. on metal deck- cracked) V := 21201b steel strength in shear (conc. on metal deck cracked) • 3/8" dia Powers Wedge Bolt+ w/ 2 1 /8 "embed ESR2526 N := 1425Ib Pullout resistance (conc. on metal deck - cracked) V := 16401b steel strength in shear (conc. on metal deck- cracked) • • • • • • • • • • • S,�RLCTUR,g I I e�ED PRO p: - r �, O 7 4' K\ a F w,csy .. �f ;C jF' , �� ti��y TYP FAN / 34 7 r V y •GI`' O 1�• .. POWERED BOX 1 / i � Z INSTALLATION STEEL STRAP HANGERS O • �j/ I., :. LESS THAN PER ELEVATION 0� 3 Zo PG �� 'Q . 4 75 0 20GA M NMUM ATTACH WIRE TO UNIT s o G 4. , s 'oN A w/ (1) #10 sMs I EXPIRES: J/40/ j EMED \ L _ _ _ _ _J I I c PLAN ALTERNATE CONCRETE ANCHORS: ' 3/8 "x2 1/8" POWERS WEDGEBOLT PER ESR 2526 3/8 "x2 1/2" POWERS POWER STUD+ SD1 PER ESR 2818 1/2 "x2 3/4" SIMPSON STRONGBOLT PER ESR 1771 1 /2 "x 1 5/8" EMBED POWERS SNAKE+ PER ESR 2272 EXISTING CONCRETE 3/8 "x1 1/2" EMBED SIMPSON TITEN HD PER ESR 2713 OVER METAL DECK N • • • e . , • • • i s : ; e a • V Q SIMPSON TITEN HD SCREW ANCHOR \ 3 /8"0x1 1/2" EMBED PER ESR 2713 — — — — , — © EA BRACE WIRE & EA. HANGER I I / / \, 12 GA. WIRE TO BRACE UNIT - -TYP. -° � FILTER � 1 INLET / EA. CORNER L _ — — — \ _ , / 1" x 22GA. STEEL STRAP HANGERS - -TYP. EA. CORNER N--- ATTACH TO UNIT W/ (2) #10 � J. b > d 4, SMS ELEVATION 0 FAN POWER BOX 1" = 1' -0" AMERICAN HEATING 250# FAN POWER BOX ATTCHMNT - SKI 09.28.09 1" = 1' -0 STANDARD DETAIL ODG 080028.01 ••=11.G...y 4.445 SW BARBUR BOULEVARD SURE 200 PORTLAND, OREGON 97239 TEL: (503) 226 -1265 FAX: (503) 226 -1670 A RC H 11 C TURF • ENGINFFRING • PLANNING • INTERIORS © 2007 CM ac. ALL was REsERvED T � 0P Raf t - I I r � w J, ' " /:' J Q � i3O 0 TYP FAN . •: ;lb POWERED BOX . ,/ 0 , '..,;;Fk11-4 , '` '- INSTALLATION � & Fe o° 44, 12- 4, Q � F ;: LESS THAN y 1' p 3' �P C , � „ , / ' f 073 250LB PER TI ELEVATION ATTACH . 20GA MINIMUM TO UNIT PER MNFR f 1IRES:‘�f/!/ . S ATTACH WIRE TO UNIT EXPIRES: / 3I ,O • C W/ (1) #10 SMS 0 L---- J - - - 7 1 Y PLAN ALTERNATE CONCRETE ANCHORS: 3/8 "x2 1/8" POWERS WEDGEBOLT PER ESR 2526 • 3/8 "x2 1/2" POWERS POWER STUD+ SD1 PER ESR 2818 1/2 "x2 3/4" SIMPSON STRONGBOLT PER ESR 1771 1/2 "x 1 5/8" EMBED POWERS SNAKE+ PER ESR 2272 3/8 "x1 1/2" EMBED SIMPSON TITEN HD PER ESR 2713 EXISTING CONCRETE 1/2 "0 POWERS SNAKE+ SCREW ANCHORS W/ OVER METAL DECK 1 5/8" EMBED ®EA. ROD PER ESR 2272 _ ; d • . ,G .. . • .. ; 4 .:. +• . I ... • ' Q SIMPSON TITEN HD SCREW ANCHOR 3/8 "0x1 1/2" EMBED PER ESR 2713 I- - - - - -) / - \ ® EA BRACE WIRE & EA. HANGER I / � � - 12 GA. WIRE TO BRACE UNIT - -TYP. I FILTER I t INLET ) EA. CORNER I I \ , 1" x 22GA. STEEL STRAP L - - - - I - - HANGERS - -TYP. EA. CORNER �_ — ATTACH TO UNIT W/ (2) #10 J b > d SMS of ELEVATION el FAN POWER BOX 1" = 1' -0" AMERICAN HEATING 250# FAN POWER BOX ATTCHMNT - Ski STANDARD DETAIL 09.28.09 1" = l'-O" • (( CDG 080028.01 \a n 4445 SW BARBUR BOULEVARD SUITE 200 PORTLAND. OREGON 97239 TEL: (803) 228 -1285 FAX: (503) 228 -1870 ARCH I TE C TURF • ENGINE I - RING • PLANNING • INTERIORS © 2007 DD. INC. All RIQAS RtbMO MEC20 10 - 00 5 711- • ., 1 , tUS Submittal DTQP -1.0 12 -15 -05 "' The Leader rn Air Management .DTQP Fan Powered Terminal, Parallel Flow KC . IvED '. Direct Digital Control, Pressure Independent NOV 16 2010 —B-- 33/8 N 20 HUI I Y OF TIGARD 1• 12 BL ILDING DIVISION . oo .m o 0 61/4 0.0 o 0 i '.--' . A - i�6�' l 1 A • 0 Primary Air Inlet 6 • d • -.with Multiipoint Inlet , o c 0 Center Averaging C w Sensor t: L _ i ' L r r 1 ,. • . - -i n • ii ii 0 h IL C q F „ o 4 n i i Induced Air r I i G J Inlet 1 11/4- E L —J— Left hand unit, top view shown. All dimensions are in inches. Right hand units are built as a mirror image. Inlets, discharge, and control enclosure are opposite of the drawing above. • Unit Size Inlet Size A B C D E F G .n' ;FIt: i =` J K :: Lt�E 1;W; N Filter Size 6 t 6 5 1 / 8 2 "/e 4 8 ' 6 7'/ 2 '/8 12 6 8 B /,e 1614 , / /8 14 14 . 3 1 /2 . 17'/ 11 2'/8 40 7 /8 36 / 4 , 19 x 17 / 10 7 9 7 /8 4 7 /8 4 12 8 11 7 /8 4'/8 14 10 13 7 /e 6 7 /8 10 7 9 7 / 8 . 4 7 / 8 5 12 8 11 7 /8 4 7 /8 14 10 13 7 /8 6 7 /8 16 11 10 1 /18 24 1 /2 15 7 /8 17 1 /2 16 1 /2 9 1 /2 20'/8 14 1 /2 3 1 /e 46 7 /e 48 '/8 6 7 /8 27 x 20 12 8 1�^ 4// 6 14 10 13 7 /e 6 7 / 8 16 11 15 7 /8 6'/ e Motor Amperage Ratings Accessories (Optional) Unit Motor 120/1/60 208/240/1/60 277/1/60 Check [l if provided. Size hp FLA FLA FLA Induced Air Filter, 1" thick, disposable construction type. 2 lie 3.6 1.5 1.3 3 '/. 5.8 2.6 2.2 ❑ Fan disconnect switch (not available on 4 1 /3 7.8 3.2 2.9 units with optional electric coils.) / 5 ' 9.2 3.3 3.2 e Xr Fibre Free Liner 6 3 /4 12.3 6.3 5.4 ❑ SteriLoc Liner FLA = Full Load Amperage, as tested in accordance with UL 1995 Hanger Brackets ❑ Cam Latch for Access Door All fan motors are single phase, same voltage as electric coil (when supplied), with exception that 277 V motors are used with 480V, 3 ❑ Fan unit fusing phase coils (4 wire wye). ❑ DTQP -2.0 12 -15 -05 Accessories (Optional) . ❑ Hot Water Coil Section 0. • 1/2" copper tubes 0 u o . o o o • Aluminum ripple fins, 10 per inch e . . • Connections: Male solder, 5/8" for ;I • f • - both 1 -row and 2 -row. Right hand w • I y T I 11 L , \\ connections only on left hand units. , =, 111 iii Left hand only on right hand units. A _ .UL JL � . . I` • Galvanized steel casing • Flanged duct connection. • Coil is installed at induced air inlet. t • ❑ 1 Row 1 r � 0 Row 1 I R . 1 - I' 1 L - - - -- L - JJI• •L_J ] 1 1 ' TYP U U �� - t S M L9 . Unit Size M (1 row) M (2 row) R S 2, 3, 4 1 1 1 / 4 17 15 5, 6 1 1 1 / 4 25 17 R and S are inside dimensions. • Electric Coil Section ii • c �eWire = " s pt 110 aTrYiierg}7`ICo"htro ed t ec nc eater Standard Features • Single side access to low voltage, 31 . high voltage, and electric heater controls. , . Automatic reset thermal cutouts, one o d o • - 0 o ❑ o per element . • Single point electrical connection for � - '.- - Ir I' .' • f entire unit — IT -. , I, Heater Rack • Positive pressure flow switch rg ii E , 1 Access Cover • . Flanged duct connection = ..L JL - Y.k , i. F • Coil is installed at discharge of unit. I 1 • Transformer 1 1 1 1• , t � :; I I�L 1" TYP gFtui°sensBlock 1 11 Disconnect switch, door II 1 a interlock type Il I o• R 1 0, O Manual reset cutout 1 ' 1• 0 ❑ Dust tight construction L-- - - - - -J J1 1'L - ❑ Mercury contactors - ; 1 L ' �• Supply Voltage s T ❑ 208V, 1 ph, 60Hz ❑ 240V, 1 ph, 60Hz ❑ 277V, 1 ph, 60Hz . Unit Size U R S T ' 2,3,4 3 14 11 2'/ i -I 480V, 3 ph, 60Hz (4 wire wye only) t 2 '• 5, 6 9 16 14'/2 3' /B R and S are inside dimensions. • • DTQP -3.0 12 -15 -05 • General Description • Heavy steel casing, with leak • Adjustable SCR fan speed control • Pressure independent primary . resistant construction. _ . _ with.minimum.voltage.stop.. flow control... ___ . . • Dual density insulation, coated to • Bottom access panels can be • Single point electrical • prevent air erosion, meet removed for service. connections. requirements of NFPA 90A and • Multipoint, center averaging • Rectangular discharge opening is UL 181. velocity sensor. designed for flanged duct • Energy efficient fan motor, • Primary air flow balancing connections. permanent split capacitor type, connections. mounted in vibration isolators. This submittal is meant to demonstrate general dimensions of this product. The drawings are not meant to detail every aspect of the product. Drawings are not to scale. Titus reserves the right to make changes without written notice. /J ri�,t. r.•. m• . NYWO...•bnar CbbmT'InO end ..cad.9.. A..I atom.. y.. system... C�m..on Yew WM. .•ro from Tway inm,m... k. TERMINAL UNIT WEIGHT T TQS Size 20 ga. Base Box w/ Pneumatic w /DDC or w /Electric Heat w/1 Row Coil w/2 Row Coil Controls Analog 2 145 +4 +9 +25 +9 +12 3 150 +4 +9 +25 +9 +12 4 155 +4 +9 +25 +9 +12 5 220 +4 +9 +30 +12 +17 6 225 +4 +9 +30 +12 +17 7 230 +4 +9 +30 +12 +17 TOP Size 20 ga. Base Box w/ Pneumatic w /DDC or w /Electric Heat w/1 Row Coil w/2 Row Coil Controls Analog 2 145 +4 +9 +25 +9 +12 3 150 +4 +9 +25 +9 +12 4 155 +4 +9 +25 +9 +12 5 220 +4 +9 +30 +12 +17 6 225 +4 +9 +30 +12 +17 FLS Size 20 ga. Base Box w/ Pneumatic w /DDC or w /Electric Heat w/1 Row Coil w/2 Row Coil Controls Analog 2 113 +4 +9 +23 +10 +14 3 123 +4 +9 +23 +10 +14 4 153 +4 +9 +23 +10 +14 Note: Weights are approximate. Actual weight may vary based on specific options selected. ..... //c, 2-0 t©- o &5 . CITY I TI U LTr Model: PEFY- P48NMHU -E m MITSUBISHI ELECTRIC • Job Name: E_ j F; , 4 ' • Drawing Reference: Schedule No. NOV 10 20IO CITY OF TIGARD BUILDING DIVISION External Finish Galvanized steel plate Dimensions Inches 14 -31/32 h x 47 -1/4 w x 35 -7/16 d V.i: mm 380 h x 1200 W x 900 d a Net Weight 155 lb / 70 kg Coil Type Cross fin (aluminum plate fin and copper tube) GENERAL FEATURES Fan Type x Quantity Sirocco fan x 2 • R4I0A or R22 refrigerant- compatible Airflow Rate (Low - High) 936 -1342 CFM • Ducted fan coil supports multiple configurations for External Static Pressure flexible installation @ 208V 0 20 (default) - 0.64 in. WG • High external static pressure capabilities @ 230V 0 40 -0.60 (default) - 0.80 in. WG 1 • Multiple sizes up to 96,000 Btu/h Motor Quiet 25 -54 dB(A) Type Single phase induction motor • Q et o p eration: ( Output 0.400 kW li SPECIFICATIONS Air Filter Filter must be procured locally Capacity* Refrigerant Pipe Dimensions Cooling 48,000 Btu/h R410A ' Heating 54,000 Btu/h Liquid 3/8" / 9.52 mm flare Gas 5/8" / 15.88 mm flare Power R22 Power Source 208 -230V, 1 phase, 60Hz Liquid ... 3/8" / 9.52 mm flare Power Consumption Gas • 3/4" / 19.05 mm flare Cooling 0 683 / 0.754 kW • Heating 0 683 / 0.754 kW Drainpipe Dimension .... O.D.1 -1/4" / 32 mm • Current Cooling 3.38 / 3.73 A Sound Level (Low - High) Heating 3.38 / 3.73 A @ 208V 31 -41 dB(A) Minimum Circuit Ampacity (MCA) (208/230) . 4.23 / 4.67 A @ 230V 38 -44 dB(A) Maximum Overcurrent Protection (MOCP) 15A Options I7 Drain pump kit PAC- KEO4DM -F ❑ Condensate pump SI1730 -230 0 Long -life filter PAC- KE89LAF Cl Filter box PAC- KE140TB -F * Cooling / Heating capacity Indicated the maximum value at operation under the following conditions: Cooling: Indoor 80 °F (27 °C) DB / 67 °F (19 °C) WB, Outdoor 95 °F (35 °C) DB Heating: Indoor 70 °F (21°C) DB, Outdoor 47'F (VC) DB / 43 °F (6 °C) WB . "' Ventilation air: providing sufficient ventilation air is an important part of every building design. ASHRAE Standard 62 provides the minimum ventilation air requirements. Also check local codes. Notes: I 1. . • • m odel: PE FY - P48NMHU -E . 'r-- .. - 11 f- - • _ • . T- N 7 Ja3(ue) . • • two X I.I - 'I _.. N - - -.. • - I -,' . • � 1__ N + . II I II U -- 31 N + _u�' • N + � -J N . N __u.. g , Az Inlet . i m If_ :: N + + - • • .. Y -- - 1 . N + R 11 I - . _ N + .. - 111E111 s I ,5119.72) P ,1' - - - . 1_II...Il'_ = 11- 1 .. �1• ]e]I,Sar]1 9eperum2x4 Me ."132•,nel(Suapmim earn NM) ..- •0)2.361 A . . Nodal P15-30 01103) 1,x30(9116%1- 3l16)Sld 0.1(55.1•"32) . 7x16 10 rein Mae 2. 31132 _ 14"32 I. 53)32 I A 1510132 ' I 2x4• I6 2%60 IA •.• -. • 1 H-- t- I N L!1 L e g 1 1 1il 11 I 1 j - 1 i 1 � ' .r ...01111a= A l LL._, __11 II 2 'gyp -aim. - :air • Tam to. 6.5 IEMEIt•r a L = J 1 ..... b. V� ®sl - . gip MOM& . • . 1532w anise (T00611edp13 *i.RI amdmrunn • . Dsln 11x1. #2•1‘22 outdoor unit mfin.l • • Model A B C 0 E F G II J N L TGel pipe <Flaro> •cLiquld pipe <Rare> •3• Drain hose 012.7(12) 0635(1/4) PEFY P15NMHU - 4.t. ••06.35(1/4) PEFY- PI8NMHU� (31l 754 680 600 550 50 11 S0 10 460 760 2 015.7((21 �nlme .11 2) 129.11116) (26.2502) (23 -S.5 IB) (21-21/32) 0-31/32) (19-1V16) (17.2302) 001132) i +' 4' 09. 52(3/8 21 e15.B8(SI8) ) 3250506- t/44ch) • • PEFY- P24NMHU -E _ - 015.88(5/8) .9.52(3/B) .11cebb)OOna PEFY- P27.30NMHU -E 1050 1004 930 850 800 ' 25 17 300 15 700' 1030 .15.68(5/8) 09.52(363) (.‘0"00.Y) "021 (3947/32) 136.518) (33 -12) (31.12) (11 ' (31.12) • 127-91161(449/16) ' .15.88(5/8) 4-11 .9.52(3/8) 900 1230 *I PEFY .P36•48-54NMHU -E (4 9- 7 ) (47?�) ( 4 4 12) (41 .15 (39-3/8) (1) 21 (39-3/8) 19 (35-77(16) (8.7116) *2 019.05(314) 4-21 09.52(363) • Note 1.Use M10 screw for the suspension boll (field supply). • Required space for • 2.Neep the service space for the maintenance from the bottom • 350(11.13119) or Ma - service and . ` . �Sr when the heat exchanger H leaned. 120: &]YJta]q],Anud - • maintenance. • 3.This chart indicates for PEFY- P36.48-54NMHU -E models. which have two fans. =b:i 1 01 ; ,• ` I - ; <• !`• . 2 PEF64P15.18.24.27-30NMHU -E models have one fan. 1 / /� �� � 7 � -' ` 4 w N 4.Make sure to install the air Olter(fleW supply) on the air Intake side. � , ,0 / j ` / / / /�/./ _� CO case geld supplied air rills" Is used, attach It where the Liter x.=.311;11:1 'j� - ,, � r service Is easily done. 9 ��j' � 1 5.On Model :18.36.48 and 54, use flare nut packed with the a ^6°'a war Indoor unit, when connecting the outdoor unit for R22. 7 0 . -- IN • -a When installing the drain water lifting -up mechanism (option) . Armen d C.Ong eudare p� mks ke emu am dm at Or. eppoln01d Da.66n .a^# *6013. ^.. . E • Mitsubishi Electric A6 Cendleenblg & R•nlaa•ibn System worksacquired I90 9001 woes" ES.d ws wo MO of lot rv1 n of tve r1 Orp.nlra 1dr MITSUBISHI D bawl on n • review rid madly mn1 O hnIfl6^.mIte mnorromOaN. *0066 of /A � mn Authorization • en tn El el M 0601 0 ..4- splem.00n.aeonmdbm500/ „ ..^ - toqued - e ELECTRIC • .. 50 b Mp14a1m by Sr. ISO. LSO 0501 1 c.rg001 quality w.rralti01 bused on the %teeth* Certificate lcate Number 5/133568 devdopms modem** Inatelidio 0er n end .u0y bulk ler products bu at an authorized plant. HVAC Advanced Products Division • ": ti rdleublehl Electric ar coldhmdng a Remg.r.mn 9ylem. R'.na..vdma an.lrOltmwtw Mitsubishi Electric & Electronics USA, Inc. 1I 1 ki nmeg•ment modem s ed ISO 14031 cuelkm .n. • I � • ; I . • el UxS A • �. »• � "'°" I tern atle l w Eta load org.nln.en pao} spp g m w Nro unmw proteemn ..1 by 16. 34001awrenceville Suwanee Rd. 150 -` •) e r Suwanee, GA 30024 Cord Mato Number ECg7J1227 Tele: 678- 376 -2900 • Fax: 800 -889 -9904 C SD - PEFY P48NMHU -E - 1 - 200607 © MITSUBISHI ELECTRIC / HVAC 2006 Toll Free: 800 -433 -4822 (414) www.mehvac.com •