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Specifications (44)IktictivEly \ -';';• ,Q) c-s,,,�; Cara,. L",. ' ''` A P,jN 1 I 2018 CITY OF`UGARD AMERICAN% k b WATER SOURCE HEAT PUMP ATTACHMENT AT CONCRETE OVER METAL DECK STRUCTURAL CALCULATIONS ANCHORAGE: MA1-M3 SKETCHES: HP3 (5 PAGES TOTAL INCLUDING COVER SHEET) 0 June 21, 2017 PROJECT NUMBER: 170134.01 id t_ /fil t'IC ,,7�"1 :% ' lair , ,/` aR-A:,.O: y},, y 1 IS 15895 SW 72ND AVE —" SUITE 200 EXPIRES: i )401:41a1 PORTLAND,OR 97224 PHONE:503.226.1285 FAX:503.226.1670 INFO@CIDAINC.COM WWW.CIDAINC.COM CIDA Mechanical unit Attachment LNT TEL:(503)226-1285 Water source Heat pump AAA t 6/21/2017 FAX:(503)226 1670 jam- MECHANICAL UNIT ATTACHMENT-LATERAL FORCES Water Source Heat Pump Hung below Concrete over metal deck W,:= 4501b 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 Sms:= Fa Ss Fa:= 1.121 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 Ip:= 1.0 ap:= 1.0 RP:= 2.5 Values for wet side HVAC per table 13.6-1 ASCE 7-10 0.4•ap SDS•Ipr z Fp:= •I 1 +2•z).WP Fp= 144 lb 0.7•Fp= 100.8 lb Total seismic Fpmin:= 0.3•SDS Ip WP Fpmin= 108 lb 0.7•Fpmin =75.6 lb Total seismic 0.2.Sps•WP=72 lb • CIDA Mechanical unit Attachment LNT TEL:(503)226-1285 Water source Heat pump /14A2- 6/21/2017 FAX:(503)226 1670 VERTICAL ATTACHMENT OF HEAT PUMP TO UNDERSIDE OF CONCRETE OVER METAL DECK W Pcomer 4P Pcorner= 112.5 lb Vertical load to corner support from dead h load Mot Fp• 2 Mot Preis w 2 Preis=24.6 lb Vertical load to corner rn support from seismic overturning ASD loads for attachment to unit 1.0dD+0.7E, 0.6D-0.7E (0.2SDs•WP ) Pt Pcomer+ 0.74 + Preis P1 = 142.32 lb Maximum vertical load (0.2•Sm.WP / P2:= 0.6.1)„,„„—0.7. 4 + Pseis P2=37.68 lb Minimum vertical load > 0 no compression in vertical support C 3/8"Rods each corner LRFD loads for attachment to concrete 1.2D+1.0E, 0.9D-1.0E 0.2 SDs•WP Ptu1t 1.2.Pcomer+ 1.0 4 +Pseis I1 Pioit= 177.616 Maximum vertical load (0.2•SDs•WP P2ult= 0•9.Pcorner— 1.0.I 4 +PseisI.1 f P2u1t=58.65 lb Minimum vertical load> 0 no \ compression in vertical support Try 3/8"x 2 1/2' embed Smpson Titen HD anchor at support NPr,:= 156216 Pullout resistance(6"conc. slab) Vg:= 253216 steel strength in shear(6"conc. slab) U:= P1utt U=0.51 <1.0 OK use 3/8"dia Simpson Then HD anchor w/ 0.75 0.65•Np,;0.4 2 1/2" min embed at each support—install per ESR 2713 CIDA Mechanical unit Attachment LNT TEL:(503)226-1285 Water source Heat pump 4 AAS 6/21/2017 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. • F r Twice:= •V G•, T = 144 lb LRFD for attachment to concrete ;It Twire Tuit= 144 lb Tuft Vert:_ Vert= 101.821b Vertical component of wire force Tutt Hertz:= �r Hoch= 101.82 lb horizontal component of wire force Try 3/8"x 2 1/2" embed Smpson Titen HD anchor at each wire Np„:= 1005Ib Pullout resistance(concrete over metal deck) Vst:= 14341b steel strength in shear(concrete over metal deck) U:= Vert + Horiz 0.75.0.65•Npn•0.4 0.75.0.60.Vg.0.4 U=0.91 <1.2 OK use 3/8"dia Simpson Titen HD anchor w/2 1/2" min embed at each wire—install per ESR 2713 C • 24\1,1 .N1 ..\ D. //A 0 abs 02131ritittk PROFF, %''. • 'e.t yea�'"A ��631NR�'+P/2 1 , ,40001q16,% i 1 % .r, 41W - .// j/ 173 • i'j' t , ':� ,fin TYP WATER o GONloNAL e` SOURCE HEAT / PUMP LESS `(/.Q� • 13, z �<c VERTICAL ROD THAN 450LB iS 0. OpNG HANGERS PER • ELEVATION ATTACH EXPIRES: 6/30/19 TO UNIT PER MNFR SPLAY WIRE EA. CORNER \rr.).< PLAN ALTERNATE CONCRETE ANCHORS: (EXISTING SLAB) 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 (NEW SLAB) CAST IN PLACE SIMPSON BLUE BANGER HANGERS HILT1 KWIK CAST ANCHOR KC—WF 3/8" 0 .•:"' %., '..1 'n. . • a . ., '. • ' •• -• . •• .. 1 4simpsoN TITEN HD SCREW ANCHOR • 3/8"0x2 1/2" EMBED PER ESR271. 0 EA BRACE WIRE & EA. HANGER • NOTE: CONCRETE ANCHORS 12 GA. WIRE TO BRACE UNIT--TYP. REQUIRE SPECIAL INSPECTION AS EA. 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" (1 -4 DRAWING T.:WATER SOURCE HEAT PUMPy ,,,, I PROJECT: id ARCH ECTUFE 15895 SW 72ND AVE SUITE 200 AMERICAN HEATING STANDARD �>i IN CNDINEER''' PORTLAND, OREGON 97224 HP • I l P:.ANNIR$V NrEaiDas TEL : 503 . 226 . 1285LANDSCAPE FAX : 503 . 226 . 1 6 7 0 JOB: 170134.01 DATEi6.21.17 • • ©,2018.cn!,RC.ALL RIGHTS RESERVE'