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Specifications (10)
\\NEc .vG1_ QC)--;uS vr)-Lk‘A-4 k), Cc\r\d‘c F-c-eStn PROVIDENCE SCHOLLS FERRY 2019 AIN 3 2019 HVAC ,� fIGARD TIGARD, OR SI RUCLURAL. CALCULATIONS RTU ANCHORAGE DESIGN: A 1-A8 SKETCHES: SK1-SK3 (12 PAGES TOTAL INCLUDING COVER SHEET) OFFICE COPV May 29, 2019 PROJECT NUMBER: 190171.01 ��fIq fid PROF ;. C ;,F:,, , G EF S er,>1i Ja is 41 C: cf' I;iTFP.IQPitoN „ /,/�„ p F �, ,O, 15895 SW 72ND AVE Jo, SUITE 200 t PORTLAND,OR 97224 !SPIRES: 4 po`Jq I PHONE:503.226.1285 FAX:503.226.1670 INFO[1 CIDAINC.COM W W W.CIDAINC.COM SEA OSHPD PROVIDENCE SCHOLLS FERRY 2019 HVAC 12442 SW Scholls Ferry Rd, Tigard, OR 97223, USA azo gyp~ Latitude, Longitude: 45.44293829999999, -122.80505310000001 AcS SCottyS Sorrento Animal Hospital M aid's 9 Q Orangetheory Fitness Whole Foods Market 9 Greenway Town Center 611 Tigard Knowledge d t. Beginnings c3 Meadow Cir SW Springwood Dr Google y 41,sAa Meadow Creek Map data®2019 Google Date 5/24/2019,7:33:12 AM Design Code Reference Document ASCE7-10 Risk Category 11 ISite Class D-Stiff Soil Type Value Description SS 0.967 MCER ground motion.(for 0.2 second period) Si 0.424 MCER ground motion.(for 1.0s period) SMS 1.077 Site-modified spectral acceleration value SMI 0.668 Site-modified spectral acceleration value Sos 0.718 Numeric seismic design value at 0.2 second SA SD1 0.445 Numeric seismic design value at 1.0 second SA Type Value Description SDC D Seismic design category Fe 1.113 Site amplification factor at 0.2 second F„ 1.576 Site amplification factor at 1.0 second PGA 0.424 MCEG peak ground acceleration FPGA 1.078 Site amplification factor at PGA PGAM 0.456 Site modified peak ground acceleration TL 16 Long-period transition period in seconds SsRT 0.967 Probabilistic risk-targeted ground motion.(0.2 second) SsUH 1.081 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration SsD 1.856 Factored deterministic acceleration value.(0.2 second) S1 RT 0.424 Probabilistic risk-targeted ground motion.(1.0 second) Si UH 0.487 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration. 51D 0.623 Factored deterministic acceleration value.(1.0 second) PGAd 0.68 Factored deterministic acceleration value.(Peak Ground Acceleration) CRS 0.895 Mapped value of the risk coefficient at short periods A CIDA PROVIDENCE SCHOLLS FERRY 2019 LAJ TEL: (503)226-1285 HVAC 5/29/2019 FAX:(503)226 1670 MECHANICAL UNIT LATERAL FORCES-RTU 2&5 Wp:= 18381b Weight of unit Wca:= 3271b Weight of curb adapter We 100lb Weight of(E)curb Wt:= Wp+ Wca+ We Wt=2265 lb L:= 121.6875in Length of unit Lc:= 77.75in Length of Curb Wm:= 84.75in Width of unit Wca:= 80.625in Width of curb adapter hm:= 56.125•in Height of unit we:= 62.25in Width of curb hca:= 20in Height of curb adapter he:= 14•in Height of curb hmc:= hm+ hca+ he hmc=90.13 in Height of unit,curb adapter and curb SEISMIC PARTS AND PORTIONS (TIGARD, OR) Mapped Ss:= 0.967 site class=D h:= 30ft z:= h Air side HVAC component Sms:= 1.077 Ip:= 1.0 ap:= 2.5 RP:=66 Design SDS:= 0.718 0.4•ap•SDS•Ip z FPunit:= 1 + 2•- •W RP h) p FPunit=659.84 lb 0.7•Fpunit=461.89 lb 0.4.a •SEG•I r z FPadapter:= R P•I 1 + 2. -(WP I•�Wp+ Wca) Fpadapter=777.24 lb 0.7•Fpadapter=544.06 lb P \ J 0.4•aP SDS•I I z FPtotai:= R P•I 1 + 2 h J•Wt FPtota] =813.13 lb 0.7•Fptotal =569.191b P WIND LOAD: BASED ON 2012 IBC/2014 OSSC Vas:= 120 Exposure B Kd:= 0.85 Ki,:= 0.7 K2:= 1.0 GCr:= 1.9 GCr_vert:= 1.5 qz:= 0.00256•Kh•KZ1 Kd•V3s•V3s.psf F:= GC,qZ F=41.67 psf Pwind_unit:= F•L•hm Fwind_unit= 1976.57 lb Fwind_adapter:= FL'(hm + hca) Pwind_adapter=2680.9216 Fwind_total:= F•L•hmc wind total=3173.96 lb WIND LOAD: BASED ON 2012 IBC/ASCE7-10-VERTICAL Fvert:= qi GCr vett Fvert =32.9 psf Fwind_unit_vert:= Fvert le Wm Pwind unit vert=2356.32 lb Pvert_unit:= 0.6Wp-0.6Pwind_unit vert Pvert unit=-310.99 lb <0,Net Uplift Pvert_ad:= 0.6(Wp+ Wca) -0.6Pwindunit vert Pvertad=-114.79 lb <0,Net Uplift Pvert_totat:= 0.6(Wt)-0.6Pwind_unit_vert Pvert total =-54.79 lb <0,Net Uplift E:\adcadd\19\00000-2019 Mechanical Units\0171.01 Providence Scholls Ferry 2019 HVAC\Structural\Lateral-RTU 2& 5.mcd CIDA PROVIDENCE SCHOLLS FERRY 2019 1A TEL: (503)226-1285 9 HVAC 5/29/2019 FAX: (503)226 1670 OVERTURNING-UNIT TO ADAPTER LC#7 0.6D+0.6W LC#8 0.6D+0.7E WIND-Overturning at unit to adapter SEISMIC-Overturning at unit to adapter h /// Mot_wind_unit Pwind_unIt 2m Mot_seismic unit t- FPunii 2 J Mot_windunit——4622.3 lb ft Mot_seismic unit = 1543.07 Ib ft (0.6Mot_wind_unit) — "vert_unit (0.7-Mot_seismic_unit) (0.6—0.7.0.2-SDS •Wp F up_wind_unit Fup_seismic unit•_ — ) Wca 2 Wca 2 Fup_wind_unit =568.28 lb Fup_seismic unit=—298.26 lb 0.6•Pwind_unit= 1185.94 lb 0.7•Fpunit=461.89 lb WIND GOVERNS UNIT TO ADAPTER ATTACHMENT Design attachment for 1,186 lb sliding and 569 lb tension at unit to adapter connection—18GAadapter 0.6•Pwind unit= 1185.94 lb Fup_wind_unit=568.28 lb Try 18GAx 6"clip with(4)#10 screws per clip VCLIP:= 471 lb SHEAR CAPACITY OF CLIP 0.6Pwind unit USHEAR USHEAR=0.629 <1.0,ClipsAdequate 4.VCLIP Fup_wind_unit UUPLIIT UUPLIF?=0.6 < 1.0,ClipsAdequate 2•VCLIP Use(2) 18GAx 6"clips per side—Min.(8)total E:\adcadd\19\00000-2019 Mechanical Units\0171.01 Providence Scholls Ferry 2019 HVAC\Structural\Lateral-RTU 2& 5.mcd CIDA PROVIDENCE SCHOLLS FERRY 2019 1 TEL: (503)226-1285 019 HVAC 5/29/2019 FAX: (503)226 1670 OVERTURNING-ADAPTER TO CURB LC#7 0.60+0.6W LC#8 0.6D+0.7E WIND-Overturning at adapter to curb SEISMIC-Overturninq at adapter to curb hm+ hca Ch + h M0t_wind_adapter Pwind_adapter' 2 Mot_seismic_ad FPadapter' m ca) 2 Mot_wind_adapter=8503.54 lb ft Mot seismic ad=2465.29 lb ft )F ( 6Mot_wind_adapter) Pvert_ad (0Mot_seismic_ad) (0.6——0.7.0.2•SDS)•(Wp+ Wca) up_wind_adapter Fup_seismic_ad we 2 we 2 Fup_wind_adapter= 1040.94 lb Fup_seismic_ad =—208.0216 0.6 P 1608.55 lb 0.7'FPadapter=544.06 lb wind_adapter= WIND GOVERNS ADAPTER TO CURB ATTACHMENT Design attachment for 1,609 U)sliding and 1,041 lb tension at adapter to curb connection—18GAcurb 0.6 Pnd_adapter= 1608.55 lb Fup_wind_adapter= 1040.94 lb Try#10 SMS from adapter to curb: f2sms 3.0 530lb Vsms_allow Vsms_allow= 176.67 lb isms 0.6Pwind_adapter USHEAR 14•Vsms allow USHEAR=0.65 Fup_wind_adapter UUPLIFf.- UUPLIFT=0.84 7'Vsms allow Use(7)#10 SMS per side—(28)screws total E:\adcadd\19\00000-2019 Mechanical Units10171.01 Providence Scholls Ferry 2019 HVAC\Structural\Lateral-RTU 2& 5.mcd CIDA AS PROVIDENCE SCHOLLS FERRY 2019 LAJ TEL:(503)226-1285 HVAC 5/29/2019 FAX:(503)226 1670 OVERTURNING-CURB TO ROOF LC#7 0.6D+0.6W LC#8 0.6D+0.7E WIND-Overturning at curb to roof SEISMIC-Overturning at curb to roof hmc hmcl Mot_wind_total Pwind_total' 2 Mot seismic total FPtotal'l —J 2 Mot wind total= 11918.89lbft Mot_seismic total=3053.49lbft ( Mot_wind_total) Pvert_total �0.7•M � (0.6—0.7.0.2 Sps)'Wt 0.6 Fup_wind_total — F ot_seismic total mea 2 up_seismic_total — wca 2 Fup_wind_total= 1091.78 lb Fupseism ic_total =—247.53 lb 0.6•Pwind total= 1904.38l6 0.7 Fptotal =569.1916 WIND GOVERNS CURB TO ROOF ATTACHMENT Design attachment for 1,905 b sliding and 1.092 lb uplift at curb to roof connection 0.6•Pwind_total= 1904.38 lb Fup_wind_total = 1091.78 lb Try#10x2 1/2"Wood Screws dscrew 0.19in Screw diameter 2 Lscrew 2•Sin L thread 3 Lscrew Lthread= 1.67 in 'thread 135•lb withdrawal capacity per inch in Lp:= Lscrew—0.5in Lp=2 in Lp=screw length-sheathing thickness Lp CP Cp= 1.05 >1.0,Screw has full shear capacity 10•dscrew Cp:= if(Cp> 1.0,1.0,CO Cr,= I Vallow:= 1.6.1161b•Cp Vallow= 185.6 lb Tallow 1.6*',thread'wth read Tallow=360 lb 0.6 Pwind_total USFIEAR 12•Vallow USFIEAR=0.855 Fup wind_total UUPLIFr UUPLIFT=0.51 6Tallow Use(6)#10x2 1/T wood screws per side—(24)screws total E:\adcadd\19\00000-2019 Mechanical Units10171.01 Providence Scholia Ferry 2019 HVAC\Structural\Lateral-RTU 2& 5.mcd 15895 SW 72ND AVENUE,SUITE 200 Q PORTLAND,OREGON 97224 TEL:503.226.1285 FAX:503.226.1670 OE-MAIL:info@cidainc.com PROJECTINI NAME: Pro j dPaned $) o1\s Fern 20(q PRO).No. I-FO 1�- (' 0I A V +� SHEET TITLE: BT: Lit J DATE: ii 1 I I i ! : i 1 i' 1 ! ' L. I , i_._ „..„, vi,S . 11,1Ae.\.g.,,- • , ', . , { { 1 r p r r lg PA i I L 30; ..... No.: . 1 . mph. ._........... "fir► �_. . - b 1 t - 1 I j I I 55 __ . 4-41 It •Mv;M • • 3 6i rtte✓ ., E _ 59_ : '3d. e-pl o.ctfL = ... _ . t. . 0 __ . M 4 Toffs-4S a ' -o" pt -_M. z T (-E) ervl .0 t Rw,oa IZe.F l a c c.a... o M o.." SDi4i �. y - i b.t . , No ,.._. i 15895 SW 72ND AVENUE,SUITE 200 Q PORTLAND,OREGON 97224 TEL:503.226.1285 FAX:503.226.1670 0 E-MAIL:info@cidainc.com ?ro vi d e✓�GQ &boll wry Q �y'^ A� V PROJECT NAME: S 2�� 1 PnOJ No. w'�� .D SHEET p TiTiE. By: LA S DA*.: Vrg/�9 f�u car c oht 4.1 1 } Cw }f I • t �� 1 - • • • . ) twrAn W 30 �6 1 Tin. }c.1 NI to 2�2 b qS`•� t �0. {� TMS • T " 'f' •f 1_ • (E. ....._JTI� W 2 Ip 2 } E ��rb ✓ 2�0 b NO +Jwrb ?�dapier ..... 3?�- ,� Q b ►3O 16 , C �' ll J 6, f6 NJ-1- 130 1 70-4-11 6E) Inii ; 2- 2._9`87., ci, . ., . _.., .... , . • • �Ina,�c�o n w "" — J g 3. Q6 1 • re,,, C P C N,,-2.d. 4.. - • • a } 15895 SW 72ND AVENUE,SUITE 200 Q PORTLAND,OREGON 97224 TEL:503.226.1285 FAX:503.226.1670 QE-MAIL:infor•?cj0‘1Aiidainc.com NM UPROJECT NAME: Pr 0 �d1/44.11‘62 .54Ary 115 Fu• 7 Zall PRO',No, 19011. 01 Ps-5I0 1° SHEET TITLE: BY: I+AtS DATE I-I-0,r,i.‘i,:ia 4v,,e, ..le.. •at, Y , [ 1 I W,. I:- ' 46 tf top te ?be,4,,i•4' 3 . __......., l _._ . ..... • , . __4, ..-. I," 2 e • L = ( , $ r W 8t ..: ! t } ,. w , , , ,...,,,4-_ , ,,,,, 1,,, i, ,,,,, -_, , ,---r-..,,,,,„;,. - ; , yt , , } . „„, 4 „,,.. +.,.. . :. , , , p . : P,�»++:E k r.2. t wrrsr.2.) tel' zy,gt K L- 3 M r. C e. OE Loo. i4ew 4404+ T Uuib :Ackookev + exib,-...? C.,'.,r b 2�295 ..._._. .... _ ° 'fadyu+ 3,Z.. . ; _ P‘.Yn, ►3.x5,2• ,:+,. NArti (L Z� , -- 4, � OD • .9 PROF SII¢ V ,, .,• V ci 0,00,- r_ 40. .2„.„, 'EXPIRES: 06/30/191 alk ® EXISTING UNIT TO BE REPLACED Lifl o EXISTING UNIT TO BE REPLACED 000 I 000 l ---- 1 2 SK 000 KEY PLAN 0 N.T.S DRAWING TITLE: KEY PLAN DRAWING: QPROJECT: eRCRirrcrueE 15895 SW 72ND AVE SUITE 200 PROVIDENCE SCHOLLS FERRY 2019 HVAC U ERGNEERmGPORTLAND, OREGON 97224 12442 SE SCHOLLS FERRY RD S K NsT E L : 5 0 3 . 2 2 6 . 1 2 8 5 TIGARD, OR RrERIORF AX : 5 0 3 . 2 2 6 . 1 6 7 0 JOB: 190171.01 DATE: 05/29/19 E:\adcadd\19\00000 — 2019 Mechanical Units\0171.01 Providence Scholls Ferry 2019 HVAC\SK.dwg May 29, 2019 — 9:42am 0 2019 CGA,INC.ALL RIGHTS RESERVED • t--24/ c, PRor ` RTU # (E) UNIT WEIGHT (N) UNIT WEIGHT /404twor RTU_2 1,620LB 1,840L6 >►i , ` RTU-5 2,110LB 1,840L6 , o.,' (EXPIRES: 06/30/19 I ti L I I 9 1[ I I I � 1 (E) WF GIRDER I I I I I I (E) CURB TO REMAIN I ! 1 I I I I II ! I I 1 I (N) UNIT WITH 330LB CURB ADAPTER TO REPLACE (E) UNIT ON (E) CURB I I I ! MAX. WEIGHT OF EXISTING AND , NEW UNIT PER TABLE ABOVE I I I I I I I I I I I I I (E) 28" TJL I I I CJOISTS 42-0" O.C. TYP. I I I { I I l 0 FRAMING AT MECH UNIT 1/4" = 1'-0" QDRAWING TITLE: FRAMING AT MECH. UNIT DRAWING: OPROJECT: ARCHIIECIURE15895 SW 72ND AVE SUITE 200 PROVIDENCE SCHOLLS FERRY 2019 HVAC L V ENGINEERINGPORTLAND. OREGON 97224 12442 SE SCHOLLS FERRY RD SKPLANNINGTIGARD, OR T E L : 5 0 3 2 2 6 1 2 8 5 NTER aRsFAX : 5 0 3 . 2 2 6 . 1 6 7 0 JOB: 190171.01 DATE: 05/29/19 E:\adcodd\19\00000 — 2019 Mechanical Units\0171.01 Providence Scholls Ferry 2019 HVAC\SK.dwg May 29, 2019 — 10:23om © 2019 GDA INC.AU.RIGHTS RESERVED 411=:,,,ek (N) MECH PER llilik n PLAN 0 Q. Q. . _ . , ,,,, M CAULKING p F _- o - " ► 33 ; ' "' (4) #10x1/2" LONG TEK SCREWS PER CLIP p �� x r `' (2) 16GAx6"CLIP AT BASE OF HVAC UNIT AND AT CURB ' NGS . z * AT EA. SIDE 0 0 o ;,..i, OF UNIT (8) TOTAL or ..... E,. ,,,,) ,..,. . wc. z �3 D (N) METAL CURB • NN "' m < ADAPTER PER o N N " m (E) #10x2 1/2" SCREWS z ti UNIT SUPPLIER. MIN. (6) SCREWS PER SIDE o •• •• MAX. WEIGHT PERPLAN ADD SCREWS AS REQ'D TO .1 -40Tmis, N N (7) #10 SMS PER SIDE ACHIEVE MIN. ANCHORAGE ,,,, R004. 0 S MIN. (28) FASTENERS O � � � A o TOTAL 7 oNomf rn CI 2 '8 c) z La z, mo E 18GA METAL o rn (E) SHEATHING~\ CURB -' = 1 1 I xo ian s = 0 z N n Nr o GO N D 7 > . N co 2 { (E) 2x FL ATS >- BLOCKINGD m BETWEEN JOISTS © ADD 2x4 VERTICAL EACH SIDE OF JOISTS UNDER 04 I j FLAT BLOCKING 11...—ii.--, F z / p 9 1 UNIT ATTACHMENT CHMENT TO ROOF 1 = 1'