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Units shipped with filler rails.these relic should be removed for return dud connection. .- .• .see Aft"—for accessory air frIter frame with duct collar, •--, S._Discharge flange and hanger brackets are factory installed. 4.-...cimdensate is 3/4-FPT. ...4.mower-service panel requires 7 servide accest. 1.., 10..*dower service access is through back panel on straight discharge units orthrousib panel opposite air col r.:. ..-.. -on back discharge units .0. .. :- ..Legend: .F..'; .L-1.OlertittliAtcess Panel fs asp.-thisliier Service Panel •;•,.:..• es,.9.0.=Compressor Access Panel .11- •:.,: V t.; •'r:i t..7. ..i:: ilit■lit■alat trarviai&elint.ir_....__. .... ia liattieVa Is nixes X,.,ytit be o risin end speAc store ol each pfelltrd el fare tine of ord.nion4ro changed sienna noSce and may rel be as cicscelocil herein.Pie.cantata Cremairmtilislerrs CiOscmor Dalowlerel.1.1-405.7 .•tar spal..;c Waimea,in he a.,ele deripn end specification..Beam.As and Direr infonearron cerlai-ed terrain rica not creams warrana,e-anol cto oaf toon V.basis of any Nes*,benvoon the pa-tt . fr: nal it merely CiaalaWslefts epiniart arcomniardaSet of lic creflucts.The take version el this doccanard is aysilsift.at allinaleinastmeora. - ' !.* Lc4op_-27 Rev.:11"Feb.,2011 Page . of. .... .zi t'. ff- li 1. . . - . . ..._. . . i::. .,. r. • I.- I"C. 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A2U73� % j • SioHAL.� • o\--� --v (..N. --',N\e �a.' 0 ARCHITECTURE jYt/S D. G' ENGINEERING T�;C V PLANNING EXPIRES:/ INTERIORS AP:JS-?PE 1 5895 SW 72ND AVE SUITE 200 PORTLAND,OR 97224 PHONE:503.226.1285 FAX:503.226.1670 INFO@CIDAINC.COM W W W.CIDAINC.COM P4 f CIDA Mechanical unit Attachment cdg TEL: (503)226-1285 Water source Heat pump 6/28/2013 FAX: (503)226 1670 MECHANICAL UNIT ATTACHMENT-LATERAL FORCES Water Source Heat Pump Hung below floor framing Wp:= 450lb Weight of unit L:= 56.75in Length wm:= 28in Width of unit hm:= 19.13.inHeight of unit SEISMIC PARTS AND PORTIONS (Beaverton, OR 97223) Mapped SS:= 0.948 site class= D Adjusted Maximum Fa:= 1.121 Sms:= Fa'Ss Sms= 1.06 Design 2 SDS 3'Sms SDS=0.708 USE SDS:= 0.80 CONSERVATIVE FOR PORTLAND METRO AND VANCOUVER WAAREAS h := 10 z:= h•0.75 Assumes maximum 12-story building with box under 8th floor or 4 story building with box under 4th floor 1p.= 1.0 • ap:= 1.0 R P:= 2.5 Values for wet side HVAC per table 13.6-1 ASCE 7-05 0.4.a p.SDS'Ip Fp:= •(1 + 2•h z}•Wp Fp= 1441b 0.7•Fp= 100.8Ib Total seismic P l J Fpmin:= 0.3 SDS Ip•Wp Fp = 108 lb 0.7•Fpmin=75.6 lb Total seismic min 0.2•SDS.Wp= 721b PO CIDA Mechanical unit Attachment cdg TEL:(503)226-1285 Water source Heat pump 6/28/2013 FAX:(503)226 1670 VERTICAL ATTACHMENT OF HEAT PUMP TO UNDERSIDE OF CONCRETE OVER METAL DECK W Pcorner p Pcomer= 112.5 lb Vertical load to corner • 4 support from dead h load Mot:= Fp• 2 Mot Psets w •2 Pseis=24.6 lb Vertical load to corner m support from seismic overturning ASD loads for attachment to unit 1.0dD+0.7E, 0.6D-0.7E 0.2SDS•Win PI := Pcomer+ 0.7 4 + Pseis P1 = 142.32 lb Maximum vertical load 0.2•Sm.Wp 11 P,:= 0.6•Pcomer'-0.7. 4 + PseisJ P2=37.68 lb Minimum vertical load> 0 no compression in vertical support 318" Rods each corner LRFD loads for attachment to concrete 1.2D+1.0E, 0.9D-1.0E r0.2•SDs.Wp 11 PIA 1.2'Pcomer+ 1.0'I 4 PseisJ J't.3 P1 Lilt= 230.871b Maximum vertical load 0.2.SDS•Wp l P2ult 0.9 Pcomer— 1.0' 4 + PseisI 1.1.3 P2uIt = 76.25 lb Minimum vertical load> 0 no \ compression in vertical support Note: loads increased by 1.3 perASCE 7-05 section 13.4.2a Try 3+8"Powers Snake+- anchor at support /slim:= 10751b Pullout resistance(concrete over metal deck) V51:= 7701b steel strength in shear(concrete over metal deck) Plult U:= U=0.96 <1.0 OK use 3/8"dia Snake+ anchor w/ 0.75.0.65•Npt,•0.4 1 5/8" min embed at each support—install per ESR 2272 CIDA Mechanical unit Attachment cdg TEL:(503)226-1285 Water source Heat pump 6/28/2013 FAX: (503)226 1670 LATERAL BRACING OF WATER SOURCE HEAT PUMP Box is braced by splay wires at 45degrees vertical and horizontal each corner(4)total. T„.,„ Zp Twire= 144 lb LRFD for attachment to concrete Tuft T„,„.1.3 Tuft= 187.2lb 1.0E load increased by 1.3 perASCE 7-05 section 13.4.2a Vert•= V Ven= 132.37 lb Vertical component of wire force 2 Horizt Horiz= 132.37 lb horizontal component of wire force Try 3/8'x 2 1/2' embed Simpson Titen HD anchor at each wire Npn:= 1005 lb Pullout resistance(concrete over metal deck) Vst:= 14341b steel strength in shear(concrete over metal deck) • Vert Hmiz U:_ + U= 1.19 <1.2 OK use 3/8"dia Simpson Titen HD 0.75.0.65•NP,;0.4 0.75.0.60.V„.0.4 anchor w/2 1/2" min embed at each wire—install per ESR 2713 111/6W CIDA Standard Mechanical unit Attachment cdg TEL: (503)226-1285 6/28/2013 FAX:(503)226 1670 Alternate anchors: Concrete over metal deck 3/8"x 1 7/8" embed Simpson Titen HD anchor ESR 2713 • NP,,•= 580Ib Pullout resistance(conc. on metal deck-cracked) V51:= 143416 steel strength in shear(conc. on metal deck-cracked) 3/8"x 2 1/2" embed Simpson Titen HD Rod Hangers ESR 2713 (THD37212RH) Np„:= 1005Ib Pullout resistance(conc. on metal deck-cracked) V51:= 1434Ib steel strength in shear(conc. on metal deck-cracked) 3/8" dia Powers Snake+ w/ 1 5/8"embed ESR 2272 NPa•= 1075Ib Pullout resistance(conc. on metal deck-cracked) V51:= 77016 steel strength in shear(conc. on metal deck-cracked) 3/8"dia Simpson Stronqbolt-2 w/2 3/4"embed ESR 3037 Np„:= 1375lb Pullout resistance (conc. on metal deck-cracked) V51:= 15951b steel strength in shear(conc. on metal deck-cracked) 3/8"dia Powers Stud+ SD1 w/2 3/8"embed ESR2818 NP„:= 1375lb Pullout resistance(conc. on metal deck-cracked) V51:= 2120lb steel strength in shear(conc. on metal deck-cracked) 3/8" dia Powers Wedge Bolt+ w/2 1/8"embed ESR2526 Npl,:= 10651b Pullout resistance (conc. on metal deck-cracked) Vs,:= 12501b steel strength in shear(conc. on metal deck-cracked) Simpson Blue Banger Cast in place Inserts for conc. over metal deck Tu1t:= 3210Ib Tallow 80016 Vii1,:= 2790Ib Vallow= 7001b D. S.�R U C T I, '��.. ov 4 4. 7�/ c sa PROpff l 0 , . `T`� �� t,, 42073 .c�'�42 3 • TYP WATER r' / OREGON `�sIONAL SOURCE HEAT �, F PUMP LESS �'/p?,e 13. - �� VERTICAL ROD THAN 450LB /S p Gpv HANGERS PER ELEVATION ATTACH EXPIRES: 6/30/15 TO UNIT PER MNFR SPLAY WIRE EA. CORNER .r PLAN ALTERNATE CONCRETE ANCHORS: (EXISTING SLAB) 3/8"x2 1/8" POWERS WEDGEBOLT PER ESR 2526 3/8"x2 1/2" POWERS POWER STUD+ SD1 PER ESR 2818 3/8"x 1 5/8" EMBED POWERS 3/8"x2 3/4" SIMPSON STRONGBOLT--2 PER ESR 3037 SNAKE+ SCREW ANCHOR AT EA. 3/8"x 1 5/8" EMBED POWERS SNAKE+ PER ESR 2272 ROD PER ESR 2272 3/8"x2 1/2" EMBED SIMPSON TITEN HD PER ESR 2713 3/8"x2 1/2" SIMPSON TITEN HD ROD HANGER PER ESR 2713 (N SLAB) CAST IN PLACE SIMPSON BLUE BANGER HANGERS - 4 , , - •• • • e• . - . 4 4 . • 4 • �4 4 • e•. •F. _ .•: . -A SIMPSON TITEN HD SCREW ANCHOR co .v 3/8"0x2 1/2" EMBED PER ESR271. 4. CO EA BRACE WIRE & EA. HANGER NOTE: CONCRETE ANCHORS 12 GA. WIRE TO BRACE UNIT--TYP. REQUIRE SPECIAL INSPECTION AS CORNER NOTED IN ICC—ES REPORT SPECIFIC TO ANCHOR BEING USED 3/8"0 THREADED ROD HANGERS--TYP. EA. CORNER ELEVATION CONCRETE OVER METAL DECK FLOOR 3 WATER SOURCE HEAT PUMP HP 1" = 1'-0" QDRAWING TITLE:WATER SOURCE HEAT PUMP DRAWING: 0 PROJECT: �J uicMM[cEUe[ 15895 SW 72ND AVE SUITE 200 AMERICAN HEATING STANDARD DETAIL J NO . PL4T MC PORTLAND, OREGON 97224 H P V :MT INEFII,ONs TEL : 5 0 3 . 2 2 6 . 1 2 8 5 LANDSCAPE F A X : 5 0 3 . 2 2 6 . 1 670 JOB: 130054.01 DATE: 06.28.2013 © 2013 ao■ INC.Ni mans RESERVED