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Permit 1 J9202o -000S ou Sµ) -12,- ,qt RECEWE SEP 2 12020 CITY OF TI(ati+ D WING DIVISION STRUCTURAL CALCULATIONS FOR MODA PARTNERS, INC. 16100 SW 72nd AVE PORTLAND, OR 97224 -- EQUIPMENT ANCHORAGE -- PROfFff�o t4 12,187 OREGON �• O y`tY 19, i9a �0 tiN E. NOS EXPIRES: 12/31/20 Contents Summary S I Detail A D1 Calculations Cl -C2 Contact Person: John E Nordling,PE Enclosures El -FA NORDLING Proj. No.: 20-210 STRUCTURAL EQUIPMENTMODA �AN HORAGE JG ENGINEERS, LLC PERLO CONSTRUCTION 6775 SW 111th,Suite 200 Beaverton OR,97008 Date: SEP 2020 By:JEN Sheet No.: COVER ' SUMMARY 2019 Oregon Structural Specialty Code Seismic Occupancy Catagory II Site Class - D 6eisimic Design Catagory - D Ss = 0.854 Si = 0390 Sps = 0.660 Spi = 0.421 There are two new floor mounted equipment stands. 1.1-IG-6C6-F9 AC2-659 weight 665 lbs weight 163lbs length 11' length 65' width 31' width 32' height 56' height 10' NORDLING Proj, No.: 20-210 MODA PARTNERS,INC STRUCTURAL EQUIPMENT ANCHORAGE ENGINEERS, LLC PERLO CONSTRUCTION 6775 SW 111th.Suite 200•Beaverton 0R,97006 Date: SEP 2020 By:JEN Sheet No.: SI ' £e- yc -.L 3. 5 z tr 1 ' Ck' ley` l ' l' st yq Hfr r ' '.� :t� �. " : CABINET + 31�R� 4 3}'4t4 ss f. i F , '" .BASE � ; ,.::: `12ga (MIN) CLIP EACH END, EACH SIDE "I'l \7='....-7,7„,..,,,.. . , ,:i . =A',' f'` ' l2) "12 SAE CxRADE 2 SELF TAPPINCx .'�'"�` ., -: £SCREWS EACH SIDE EAC+( CL(P '''::-.,,:',:- B "e as ' � ' 7 r�9 : `' rz. ^ (2) �b'� x 2' SIMPSON 'TITEN HD' EACH SIDE, EACH CLIP 41°71 ��ED PROFF / 0,,,, N4).* ` �". il ' tj OREGON J911 . C_.....)A DETA I L F. NORO ILIt EXPIRES:12/31/20 NORDLING Proj. No.: 20-210 MODA PARTNERS,1NC 5 STRUCTURAL EQUIPMENT ANCHORAGE ENGINEERS, LLC PERLO CONSTRUCTION 6775 SW 111th.Suite 200'Beaverton OR,97008 Date: SEP 2020 By 7EN Sheet No. D I ASCE 7.16 Standard Roof Top Meclt Unit Location 45°24' 14.41"N Ss and S1=Mapped Spectral Acceleration Values 122°44'55.84" W 16100 SW 72nd Ave,Tigard OR 97224 Ground Motion Ss 0.854 Si 0.390 Occupancy Category II Site Coefficients Fa 1.16 Site Class D Fa, 1.62 Importance Factor 1.00 Height of Structure 20.0 ft SMS Fa* Ss 0.989 SMt Fy* Si 0.632 Design Category(SDC) D Sim (2/3)Sam 0.660 SiD (2/3)SMu 0.421 Air Side HVAC FP MIN= 0.3 SDS IPWP ap 2.50 RP 6.00 0.198 We->*0 0.138 0.4•la •SDs 'I 11 2 Z FP MAX= 1.6 SDS IP WP Fp= pRP P ( h) P = 1.06 WP->*0 0.739 z= 20.0 ft ASD FP= 0.33 WP->* 0.7 0.231 Eq= 0.138W+0.2 SDS W W :Weight of Unit z= 0.0 ft Fr = 0.11 WP->* 0.7 0.077 — NORDLING Proj. No.: 20-210 MODA PARTNERS,INC wi STRUCTURAL EQUIPMENT ANCHORAGE ENGINEERS, LLC PERLO CONSTRUCTION 6775 SW 111th,Suite 200•Beaverton OR,97006 Date: SEP 2020 By:JEN Sheet No.:CI ' 1_1-6-6CCs-P9 L1-ICs-6CGz-F9 ,____F_,�_ Height 50" Weight 665 lbs r.— Length 77' , i Width 24" i Base 26" VEQ=0.138*665 Ibs+0.2*0.660*665 lbs ® { 1 , b = 92 lbs+88 lbs ill I f' 1 i T= 92 lbs * (26"+50"/2)/24" j + 881bs/2 I i I - 0.6*665 lbs/2 ,�„ - „,� _:, k,F. =401bs Net Uplift V=921bs w .: AC2-659 'l ITT tv f� Height 55" Weight 763 lbs 1,2 !I Length 77" r Width 30" 24' Base 26" VEQ= 0.138*763 lbs+0.2* 0.660* 763 lbs AC2-659 = 106 lbs+101 lbs rjw kb i `1�irt T= 1061bs*(26"+55"/2)/30" r + 101 lbs/2 fl!' ..� ! 0.6*7631bs/2 I 1 = 10 lbs Net Uplift fill ' __:_ ' -. ' � � V= 10616s 1- (,)% * .. l. (4)3/S"BJ Po' ers "Wedge-Bolt+"(1 1/2"Embedment) trTALL535 IbsEdge6 in �� I it VALL 735 lbs End 6 in rail i ._�-4 �� I HG = 40 + 92 4* 535 4* 735 I{{ • YI: — 0.050 < 1..00 • Y`.` :0 I, 04 T i AC2 = 10 + 106 I 4*535 4* 735 f I U %, = 0.041 < 1.15 j 26' l NORDLING Proj. No,: 20-210 5 STRUCTURAL EQ MODA 111PMENTAN PARTNERS, ENGINEERS, LLC PERLO CONSTRUCTION 8775 SW 111th,Suite 200'Beaverton OR.97008 Date: SEP 2020 By:JEN Sheet No.:C2 • General Specifications,Airstreams Horizontal and Vertical Laminar Flow Clean Benches,C-Height(Interior Height:3 ft 10.9 m) ,I Sound Fluorescent 12 Cabinet Cabinet Heat Shipping Dimensions, Shipping " Nominal External Dimension internal Dimension Emmision Lamp I Full Load Nominal I Rejected,I Shipping Maximum Volume Sae (W x D x H) ( (W x D x ModelH) leer 1EST-RP- Intensity at l Amps Power I BTD Weight•' ' r j CC002.2" 1 Zero Ambient I (FW Hour CA' a H)"" Maximum**(W) i per ur _ f VERTICAL LAMINAR FLOW(Power Rating 8:220-240VAC,50/60 Hz,-l phase) f LV5+1C6-F8°' 4ft 1340 x 774 x 1645 mm '1270 x 739 x 905 mm i 52 5 d8A 904Lux 73 A 'f 213 727 243 Kg 1490 x 900 x 1750 mm 1 23 m' ..2120505 (11m) (52.8"x30.5 x 64.8") •(500"x29.1"x35.6"), (84k) f (536 lbs) (58.7"x35.4"x689) I `(812 ft3) ^- LVS-BCG-FS 6 k 1950 x 774 x 1645 mm 1880 x 739 x 905 mm 531 dilA 1062 Lux 8.5 A f 392 1337 330 Kg 2070 x 900 x 1750 mm 33 m' 2120569 (I.8 m) (76.8"x 30.5"x 64.8") (74,0"x 29.1"x 35.6") (99 fd (661 bs) (81.5"x 35.4"x 68.9") (116.5 fta) 1&8CGk8 .,8ft, 3520x 774 x 1645 nom ,2450X739x905moi 998dBA 1100.14e 8.5A 422 1446 455Kg.. 2720x950x175 t1v»0 ":4,5IW §120686'• ¢Am) (99.2"x30.5".x6413') (96.5"x29.1"x35.6")i (102Ic) and 3.5A • (1003br)I (107",x37.4'a68.9')' :(155.9ftt i,- .. - ..__.. ..._._ LVG-4CG-F8 4ft 1340 x 774 x 1645 mm 1270 x 739 x 915 mm 904 Lux 243 Kg 1490 x 900 x 1750 mm 2.3 m' S? 52.5d8A 7.5A 213 ! 727 2120555 (1.2 m) (528"x 30.5"x 64.6") (50.0"x 29.1"x 36.0'} ' (84(r) I (53616s) (58.7"x 35.4'x 68.9") (81.2 ft'j r-, 4V0-6CG*8 6ft 19503;774x1645mm 1880039x915mnm 531dB•A { 1062Lox BSA 3•92 1337 330•K9 2070x900x1751)mm . 3.3m' s . 2120559..- (1.8 m), (76.8"x30.5"_x64.8") (740'x29.1"x 36.01 1 (99 fC) (6611bs) (81,5"X 35.4"x68.9") (116.5ft3) VERTICAL LAMINAR FLOW(Power Rating 9:110-130 VAC,50 f 60 Hz,I phase) `-" LVS-0CG-f9 4ft 7340 x 774 x 1645 mm 1270 x 739 x 905 mm 52.5 d84 9°4 Lux 11.5 A 217 1 741 243 Kg 1490 x 900 x 1750 mm 23 m' 2120605 (1.2 in) (52.8"x 305"x 64.8d (5361bs) (58.7"x 35.4"x 68.9") 061.2 ft') 1V5.6CG f9 6ft•` 1950 x 774 x 1645 mm 11380)(739 x 905 ram 531 dm 1062 Lux 13.5 A 400 1365 ••� m 3 m 19 ' 2070 x 900 x 1750 m 3 ' , 2129¢09,, ,(I.1.10. (76.8"x30.5'x64.8") (74.0"x29,1"x35.6") -. .(99fc) (661Ibs) ,,(82"x35.4't68.9") (1165ft") 5 LVS-BC049 8 ft 2520 x 774 x 1645 mm 2450 x 739 x 905 mm 59.8 dBA1 1100 Lux 14 A i 434 1481 455 Kg 2720 x 950 x 1750 mm 4.5 ma 2120687 (2.4 m) (99.2"x 30.5"x 64 8") (96.5"x 29.1"x 35,6") (102 fc) and 8A l (1003lbs) (107"x 37.4"x 68.9") (158.9 ft") a WG-4C0-F9 2.,4ft` 1340x 774x 1645 mm ;1270x 739x 915 mm 52,5 dBAl �Lux-__11'5A 417. 741 '2i302 l490x 900x 1750mm •2.3ma },,.. 2120595 (1,2m) (528"x30.5",x64.81 (50.0"x29.1"x36.0") { f84k) ‘ (�,B1s) .(58.7"x35.4":x68.9") (81.2fta) •, VG-6CG-F9 6 k 1950 x 774 x 1645 mm 1880 x 739 x 915 men 531 dBA 1062 Lux 13.5 A l 400 1 1365 330 Kg 2070x 900 x 1750 mm 33 m' .. 2120599 (1.8 m) (76.8"x 30.5"x 64.8") (74.0"x 29.1'x36.0") (99 fr.) ! (661 lbs) (81.5"x 35.4"x 68.9") (116.5 ft') t' s. HORIZONTAL LAMINAR FLOW(Power Rating 8:220-240 VAC,50/60 Hz,1 phase) F^• LHS-4CG-F8 4ft 13401(7B.2 x 1422 mm 1203 x 620 x 877mm 56 4 dBA 73 A 246 840 2 K•• 1400 x 900 x 1590 mm 2.O ma :„ 2120545.. (1.2 m) (52.8"x 30.8"x 56.0") (47A"x 24.4"x34 •5") .(87 fc) - '� (48 (b9 lbs) (55.1"x 35 4"x 62.5") Mott" INS-5CG-F8 6ft 1950 x 782 x 1422 mm 1813 x 620 x 877 mm 59.4 dllA : 1001 Lux 8 A ' 359 1225 301 Kg 2200 x 900 x 1590 mm 3.3 ma 2120549 (1.8 m) (76.8"x 308 (93 fr.) and 3 A (654 lbs) (86,6"x 35.4"x 62.5") (116.5 ft') 1 2120704_ (2.4 m)= 2'cx ins. ii256 0") 193.8"a24.4"x 34S) 62.3 dBA (106 fc) and 33 A t3'24 4875 8u) (107,0"x 37.4"x 62.5"). .(144 ka) G'• LHG-3CG-F8I 3 ft 1035 x 782 x 1422 mm 898 x 631 x 877 mm 1195 Lux 147 Kg 1120 x 900 x 1590 mm 1 6 m' 2120533 1 (0 9 m) (40.8"x 30.8"x 56.0) (35.4"x 248"x 34.5") 5r1.2 ' (111 fc) 7 A t90 b48 (324 lbs) (44"x 35.4"x 62.5") (56.5 ft') LHG-4CG-F8 4 k•, 1340X 782 x 1422 mm 1203 x 631 x 877 mm 564 dBA 7 934 Lux - -222 Kg •1400 x 900 x 1590 Min 2.0 m' 3A 246. 84D 272D535. (1.2_a1J (52.8"x3Q8";x 5G.0'9, (47.4"x248'x345') (S7 fV - (4891bs}, (55.1"x3S4"X 625") (706ft') WG-6C6-88 6ft 1950 x782 x1422 mm 1813 x631 x877mm 59A dBA 1001 Lux 8A 359 1225 301 Kg 2200 x900x 1590mm 33ma 2120539 (1.8 m) (76.8"x 308"x 56.0") (71A"x 24.8"x 345") (93 fc) and 3 A (6641bs) 1 (66.6"x 35A"x 62.5") I (116,5 ft') HORIZONTAL LAMINAR FLOW(Power Rating 9:110.130 VAC,50/60 Hz,1 phase) ai.;, LHS-4C6-f9 4ft 1340 x 782 x 1422 me 1203 x 620 x 877 mm 56.4&IA 934Lux 11.4 A 250 853 i '�1 ]I 1400 x 90Dx 1590 mm 2 01pa 21205135;_ (1.2 m) -(528"x 308"x 56A") (47A"x 24.4"x 34.5") (87.fc) (4891)s) y (551"x 35.4"x 68.9") 470b fr) LHS-6CG-F9 6ft 1950 x 782 x 1422 mm 1813 x 620 x 877 mm 59.4 dBA 1001 lux 11.5 A 365 1245 301 Kg 2200 x 900 x 1590 wen 3.3 ma 2120589 (1.8 m) (76.8"x 30.8'x 56.0")i(71.4"x 24.4"x 34.5 - (86.6"x 35.4"x 62.5') (116.5 ft') ;"�. LHS-BCGP9 8ft 2520x782,1t 1422 rim 2383x620x877mm ,.,3;in, 1136 Lux 12A { 1, --3971(q 2730x950x159Onan, '4,trr(' 2120719: (2.4m). (99,2".x34.8".x56.0") (93.8"x24A"x34.5') (106fO and6A _. ._._. (8751bs) (1070,X374"x625) .(144.8ft9 LHG3C0-F9 3ft 1035 x 782x 1422nvn 898x631 x877 mm 542 dBA 1195 Lux 113A 193 659 147 Kg 1120 x900x1590mm 16m' 2120573 (0.9 m) (40.8"x 30.8'a 56.0') (35.4"x 24.8'x 34,5")� (111 fc) (324 lbs) (44"x 35A"x62.5") (56.5 ft') 71205759 (1,208 (528"cx308',56.0') (4743 x24.8"x345m) 56.4. A (87f) 11AA '.1 50 853 (489Ibs) ;455.1`x�4 x6625mm") - (706ft') ,. n{ G-F9 6ft 1950x782x 1422.mm i 1613x631 x877 mm 59.4 dBA 10➢1 Lux 11 S.P, 365 1245 3D1,Kg; 229Q)c 9P0%159,Q 1pm:. 33m' 2120579. (1,81n) (768 x 30.8_x 56,0) (71 A - and 6.5 A _-_- (664 lbs) { (86.6 x 35.4" t 625") (116 5 ft") ` SPECIFK:ATIONS AVAILABLE FOR ALL MODELS AND SIZES Mara Body 11mn(0.05')Iegaugeelecuogahenizedstei witltv4Fttte ovco-baked epo%Y'P0IYe?ter Powder-coated finish `.. Work Zone 1.2 nvn(0 05")18yauge'Ad deo steel,grade 304,with 48 finish ' Cabinet Construaion .__-:- --- ,.. LVG-LIIG'W absorbing tempered glass,5 mm(01"),colorless and transparent . Side Ma1k LVS•LHS:1 2 mm(0.05")18 gauge stainless steel,grade 304,with 48 finish ' Average Airflow Vebdty 0.45 n s(90 fpm)at initial set point 1,. 1)L174 Fdter TY1M41 E,F ency >99.99915 at partide.slze between 01 to 0.3 pm '_` Power Rating 8:220.240 VAC,50/60 Hz,1 phase ,, Electrical Power Rating 9:110-130 VAC,50/60 Hz,1 phase Specifications are subject to change without notice. "Noise reading in open field condition/anechoic chamber,Noise reading in normal mom varies by room sire,layout,and background noise,but may reach roughly 3 dBA above these values. . **Cabinet only,excludes optional stand REVISIONS PEV. r DBIFIPTON DATE REV BY AEG • 1 A I INITIAL RELEASE 26/1012015 ,NUWS _ _ _ _ &Lingering Details: s���� ����� T+1T,4Tra 1.Pre Flier T.T.+`4.r rr7.T . r* * 2DCECM Blower(Seticonpematirgand Wee) 3.Fluoresced Lamp r� 4�1� � 4 4 4,Bec0kal Outlet Retro9KIPnrrision(rottenof2) 5.N Bar nett K0 ProeNbn t 1.Service Fkmee Retrofit Kd Provision 112pene ions on each side) 7.Tamped r sSidePanels 2 8.IPA FONT 9.Spillistrining Stainless SNeI Work Top 10.(Optional)Front Cora rr 3 I. __ i,.W light Retrot!Kit Provision 12.ESCO SIawhrdSinpleSoo ,sCorhdpr l� ,. , 110 4 + ,/_" - Moil cane al s0ea4a1b a,Alrskeam Horizontal LamNarFb+r Clean Benches ' .0Nadna S78 1.8 meters(skl I All 1 5 l� WdfaufBase 1%0x708x1270mn(64rx31.0 x50A9 e;, ' 9 6 I� Ai (W )Blame Oime dors Base3Nrd,71 19�x7�r19B1mm(64d1 x3,.D'x78.0� rmR81 Internal Work Area,Dimensions 1813 x 631 x 725 nm(71A'x 249'x28.61 7 II Waal Work Area,Space 1.0 nP(iD e n lair, A AirflowVdo[9y 0.45ms)90frontatas4als�omI 8 c. Craton2129mfh(1253dm) C � ULPAFBerVeN83ddey >88.989%at panicle size befxeen0.1to03*on II 1813mm 1.4 II Willi Huorescant loll IESTA eIX1022 tp.6 dBA A ft 1494 Lac(139fod candles) ■ i § Nun Body ovenI0.05�tegelgeee�ugaNanindsNdwOhMine 1 1 1! mrtndepoxypdyesNr ponder-coated finish Cilret Work Zone 12mm(OD5')18 game sminless steel,made 304oilh4Bfe h Cautruslice Side Wals 12 mm(0A5118 gauge stainless steel,pare 30A et 48 8!dsh THIRD ANGLE VIEW •C] DIM:MMANCH SCALE: NTS NOTES(PLEASE READ) END CUSTOMER: STAMP: DESCRIPTION :Airstream Hodmntat Laminar Row Clean Benches REVISION ' All drawings and specifications must be signed and approved by the end customer, PRODUCT :Laminar Flow Cabinet A ' The tacbry will not proceed with design and fabrication without GENERAL DRAWING NUMBER the signature of approval. 'THESE DRAWINGS AND SPECIFICATIONS ARE THE OTHERWISE MESS TOLERANCE: ± 5.00 LIM CaAadESCOmmediatey'rfPerearearrychangesor EXCLUSIVE PROPERTY OF ESCO,ISSUED IN STRICT SPECIFIED ANGLE LHG-6BS-F9 cloractESCOmime, CONFIDENCE AND SHALL NOT,WRHOUT PRIOR WRfTTEN TOLERANCE: t 3° PERMISSION OF ESCO,BE REPRODUCED' ' Design changes may result in pricng changes as well. APPRDVED BY CHECKED BY DESIGNED BY DRAWN BY PAGE ♦ � �� Shim 8:78 tan PYlW Any request ofrevV=after the final approval will not be : HASAN RORI entedamed. TawaesraI33 For45654erm 287/2015 26110017 ,11 WORLD CLASS. WORLDWIDE. wettiwaireatiftEam • • MARK REVISION DATE REV BY AOC A FIRST RB SASE DRAWING teems Jpba ALES MOW Sensor [IF' I II H -11011 Exhaust and RS232 Port Alarm Zero Volt Relay Contact No Configuration LIST 1. With STL-BAD Stand with Leveling Feet 2. No Etheuat holler over Inlet 3, tN Lamp on Rack wall,Molex OFCI outlets on Left&Right I (provided w&h safety cable hook to avdd accidental unplugging) 4. Cable Port on Right Skis '' 5. Service fattire-Universal type on Left 6 Right Side 4 xi�ls ^�•i Exhaust ULPA Fitter Electrical Panel ECM Blower Curved Front Panel tEl I' (Se lfcompensating& (better ergonomic design) lower noise) Blue Panel �� i` Q�7=-" Esco Sentinel Gold Microprocessor Fluorescent Lamps - --- H Downtbw ULPA Flier -_ - -- Control System ails Naar Retrofit kit Provision W Lamp Tempered Glass Siding Sash WindowS0y)a VHP/Bbquatl HPV Provision 'ash Handle 11111.Ell 1 x Vacuum Service F'bdure ' O --� SF-2U back copper side) plumbing 0• 1 to the (Right side) 1 .A 72• Single Piece Stainless Duplex GFCI Electrical Outlets IM i �I� Paper Catch il Steel Work Tray (2 Outlets to Work Armrest ! p ���� Cable Port _. _...__ . _.._.._----- Stainless Steel Armrest--�if 1:�rmi • • ■iCi �i am lie/3.9• Oran Hole / .:•'1�— '■� STL-6A0 Stand r smassmatemommaimaimistmasill Limm..... .i; to I I I 1U ! 580/22.B• r..04tiSPedAmmne,wnwn(Up a,ewo94481 Saay c.unw is-eat..oerwn0onS 753/29.6• Aml limo Atl.4811446 ENwM Dhenba Mwxm)i 1902:810xI400(Tae•C,AYR.,) 1 Menlo!I Work Aron Oh.nebns 01,xOx0) 1119041111030(TraiLlYOa) 1 LIee6le tv.k Anp DU m A 2(eT.g 203 mm an NOTE INN)AV919 MAw lolemex:Aw#Nal lecme:Ink. it O0r -mar... 8•k opnkq ma nun Mr) .+rr...r &d Crewe,: ate; 09Wmrcr::...r...r....Xa.wAL WpwUnarapp.l liwnx M*A ` khan (inn*d06 V* ....km. .rmpupr acme.asmaeaer A �rY UvxSbY "fawn. ' .wet IGMNI4 W19 MS A0 •W^•+ J1r. WIaML rr. PAM WIRER ULPA Far Ethom a09999%fa pa6Cs she Women OS b 03 Mama,par IEST-RAC a615 •......... cOlWa :91. i mina annest e9. k,,, AMPS%MPPS YprEN 10TT(414)ED r m Modil w.km AMntlb...vWwnuMn www.rdam. uwn.m:w...4 awmrnramuxa:f.AA' AC2.6S9•NSWITH Amn.mnt tamp .1T4MLux 1.96 bWaW.I na.s•.s .NUA...r� A�OM�A w' Al.w.e. Me.roo.wam :;> STL�AG STAND w a...r r.r m..a. Wb&ay 1.2rem marry gawp Ee aW w.b bptlA.owAepkb EPOW.Pd1yil1K Pavaw COakli •..4.+.w..r- 4'eA WO.ti• MMMAL giRNpH uomer on. WI r.0 0 , o60 Woo*Zane 61ab PnTry.l6pe 0.9k169Wga,89991,Ae FbN ..il a......em + P.rr Map:T 110.r90VC6oR0IR,19 • •Mm=• 0© rtge .e..u... w..® Mr i/t ... gas.o anw 2146401.1 a A 1xamw�„ wa......ar ' t3 S • CITY OF TIGARD BUILDING PERMIT i 114 s COMMUNITY DEVELOPMENT rif2r 1, i Permit#: BUP2020-00105 Tic ARL) 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2439 Date Issued: 5/14/2020 Parcel: 2S113AA00500 Jurisdiction: Tigard Site address: 16100 SW 72ND AVE B18 Project: Moda Health Subdivision: ROSEWOOD ACRE TRACTS Lot: PT A&F Project Description: Minor interior alteration of existing office and warehouse,including drywall/metal studs,doors/frames,painting and other finish work. 7/28/2020: REPRINT permit to revise scope of work to add emergency generator and clean room. Contractor: VANOSDEL CONSTRUCTION LLC Owner: PACIFIC REALTY ASSOCIATES PO BOX 1057 ATTN: N PIVEN BATTLE GROUND, WA 98604 15350 SE SEQUOIA PKWY#300 PORTLAND, OR 97224 PHONE: 503-687-8636 PHONE: FAX: Specifics: FEES Description Date Amount Type of Use: COM Class of Work: ALT Type of Const: II IB Permit Fee-Additions,Alterations, 05/14/2020 $464.97 Demolition Occupancy Grp: B Occupancy Load: 299 12%State Surcharge-Building 05/14/2020 $55.80 Dwelling Units: 0 Plan Review 04/24/2020 $302.23 Stories: 0 Height: 0 ft DC Provision Review,COM TI-Ping 05/14/2020 $102.00 Bedrooms: 0 Bathrooms: 0 Plan Review-Fire Life Safety 05/14/2020 $185.99 Value: $36,150 Info Process/Archiving-Lg$2.00(over 05/14/2020 $16.00 11x17) Permit Fee-Additions,Alterations, 07/28/2020 $121.22 Floor Areas: Demolition 12%State Surcharge-Building 07/28/2020 $14.54 Total Area: 0 Plan Review 07/28/2020 $78.79 Accessory Struct: 0 Plan Review-Fire Life Safety 07/28/2020 $48.49 Basement: 0 Additional Plan Review 07/28/2020 $45.00 Carport: 0 Covered Porch: 0 Deck: 0 Garage: 0 Mezzanine: 0 Total $1,435.03 Required: Required Items and Reports(Conditions) Fire Sprinkler: Parapet: Fire Alarm: Protected Corridors: Smoke Detectors: Manual Pull Stations: Accessible Parking: 0 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more the 180 days. ATTENTION; Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain a copy of the rules or direct questions to OUNC by calling 503.232.1987 or 1.800.332.2344. Issued By: ( � -- Permittee Signature: (I Al /2/),,n e_. Call 503.639.4175 by 7:00 a.m.for the next available inspection date. This permit card shall be kept in a conspicuous place on the job site until completion of the project. Approved plans are required on the job site at the time of each inspection. FOR OFFICE USE ONLY- SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT 111 I Transmittal Letter TIGARD 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: Branden Tagged, Senior Permit Technician DATE RECEIVED: DEPT: BUILDING DIVISION RECEIVED FROM: Martin Hanson,Architect JUN 10 2020 COMPANY: Pacific Realty Associates, LP. CITY OF TIGARD BUILDING DIVISION PHONE: 503-624-6300 By' RE: 16100 SW 72nd Avenue BUP2020-00105 (Site Address) (Permit Number) Moda Health TI (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies: Description: Additional set(s)of plans. X Revisions: A-2 -A-4 Cross section(s) and details. Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. Other(explain): REMARKS: Add emergency generator and clean room as shown on revised A-2, A-3, and A-4 sheets. Revised Total Valuation (including previous valuation amount): $36,150.00 FOR OFFICE USE ONLY Routed to Permit Technician: Date: 7- Initials: 1-0 Fees Du Yes ❑ No Fee Description: Amount Due: 1- r p1 64 AVan,-. $ CIS -- $ $ $ Special Instructions: \ r Reprint Permit(per PE): es one Applicant Notified: /74ifi a e: /Z 7/2_ Initials: , C\Building\Forms\TransmittalLetter-Revisions.doc 05/25/2012 City of Tigard III ' COMMUNITY DEVELOPMENT DEPARTMENT T►c,n R n Building Permit Review — Commercial - No Land U s e L`!D/do Ra.,,'s,'wvs: Gk' raorr Building Permit #: e,t PAD> — eaxo vir.. ..„ _d►,.... ., c..trr s.,c rrv,415 Site Address: Re 100 SW `7 ,4y-� t%Bldg#: Project Name: tOC _ N- .- .7 (Name of commercial business occupying the space. If vacant,enter Spec Space.) Planning Review Proposal: T. ( ,Existing Business Activity: QeSeia re-4i i•p ' (J RN. I) )) Proposed Business Activity: \1J,Akr lel°vs( • • ✓ • Verify site address/suite#exists and active in permit system. 5 - River Terrace Neighborhood: 0 Yes '0 No k Zoning: (—L .rir Permitted Use: Xi-Yes 0 No ❑ Spec Space ▪ Confirm no land use required. ..at--Business License: Exists: Yes ❑ No,applicant was provided a business license application Notes: NO \tk U1t now ust, -Lac pare-►v vc.iVlitfl S. Approved by Plan ' Date: 4(Zo(Zo Revisions (after B I ding Submittal on ) Revi Revision I: VA Approved 0 Not Approved f--.::! -��� to Revision 2: 0 Approved 0 Not Approved Revision 3: 0 Approved 0 Not Approved Building Permit Submittal Original Submittal Date: if V/Z 6 Site Plans: # .3 Building Plans: # Building Permit#: Ca—Enter building permit# above. Workflow Routing: fanning ❑ Permit Coordinator Plfr Building Workflow Sign-off: 0—Sign-off for Planning(include notes from planning review) Route Application Documents: ( uild ng: original permit application, site plans, building plans,engineer and beam calculations and trust details,if applicable,etc. Notes: By Permit Technician: - Z" .c.4—� Date: /?-y/?v I:\Building\Forms\BldgPerrnitRvw_COM_Notand Use_l 1 1819.doc x t Permit Coordinator Review 0 Conditions "Met"prior to issuance of building permit ❑ Approved, NOT Released: Date: Notes: Revisions (after Building Submittal only) Revision Notice 1: Date Sent to Applic t: Revision Notice 2: Date Sent to Ap..cant: Revision Notice 3: Date Sent to '. .plicant: ❑ SDC Fees Entered: Wash Co rans Dec Tax: ❑ Yes ❑ N/A Tigar• rans SDC: 0 Yes 0 N/A P. • . SDC: 0 Yes 0 N/A ❑ OK to Issue Permit Approved by Permit Coordinator: Date: • 1:1BuildingtFonns\BldgPcrmitR vw_COM_NoLandUse_1 11819.docx CITY OF TIGARD BUILDING PERMIT 8 COMMUNITY DEVELOPMENT Permit#: BUP2020-00105 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2439 Date Issued: 05(14l2020 T1 C,AR.iT Parcel: 2S 113AA00500 Jurisdiction: Tigard Site address: 16100 SW 72ND AVE B18 Project: Moda Health Subdivision: ROSEWOOD ACRE TRACTS Lot: PT A&F Project Description: Minor interior alteration of existing office and warehouse,including drywall/metal studs,doors/frames,painting and other finish work. Contractor: VANOSDEL CONSTRUCTION LLC Owner: PACIFIC REALTY ASSOCIATES PO BOX 1057 ATTN: N PIVEN BATTLE GROUND,WA 98604 15350 SE SEQUOIA PKWY#300 PORTLAND, OR 97224 PHONE: 503-687-8636 PHONE: FAX: Specifics: FEES Description Date Amount Type of Use: COM Permit Fee-Additions,Alterations, 05/14/2020 $464.97 Class of Work: ALT Type of Const: IIIB Demolition Occupancy Grp: B Occupancy Load: 299 12%State Surcharge-Building 05/14/2020 $55.80 Dwelling Units: 0 Plan Review 04/24/2020 $302.23 Stories: 0 Height: 0 ft DC Provision Review,COM TI-Ping 05/14/2020 $102.00 Bedrooms: 0 Bathrooms: 0 Plan Review-Fire Life Safety 05/14/2020 $185.99 Value: $25,360 Info Process/Archiving-Lg$2.00(over 05/14/2020 $16.00 11x17) Floor Areas: Total Area: 0 Accessory Struct: 0 Basement: 0 Carport: 0 Covered Porch: 0 Deck: 0 Garage: 0 Mezzanine: 0 Total $1,126.99 Required: Required Items and Reports(Conditions) Fire Sprinkler: Parapet: Fire Alarm: Protected Corridors: Smoke Detectors: Manual Pull Stations: Accessible Parking: 0 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more the 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through 0 952-001-0090. You may obtain a copy of the rules or direct questions to OUNC by calling 503.232.1987 or 1.800.332.2344. Issued By: rt Permittee Signature: A,7 L% 77(f // Call 503.639.4175 by 7:00 a.m.for the next available inspection date. This permit card shall be kept in a conspicuous place on the job site until completion of the project. Approved plans are required on the job site at the time of each inspection. Building Permit Application Commercial RECEIVED City of Tigard ReceivedDaroBy: ZY 20 d Permit N . o20,20-a0/® 13125 SW Hall Blvd.,Tigard,OR 97223 APR 1 4 2020 Plan Revient Phone: 503.718.2439 Fax: 503.598.1960 Date/By. SAP) Other Permit: TIGARD Inspection Line: 503.639.4175 CITY OF TIGARD part Ready/By: s (/ w ,.iZ9/J� to is ® See Page 2 for Internet: www.tigard-or.gov BUILDING DIVISION Notified/Method: //2(/ Supplemental Information CA/MI— g-er-/4FrLT TYPE OF WORK. REQUIRED DATA:1-AND 2-FAMILY DWELLING ❑New construction ❑Demolition Permit fees*are based on the value of the work performed. Indicate the value(rounded to the nearest dollar)of all ® Addition/alteration/replacement ❑Other: equipment,materials,labor,overhead,and the profit for the CATEGORY OF CONSTRUCTION work indicated on this application. Valuation: ❑ I-and 2-family dwelling ®Commercial/Industrial S ❑Accessory building ❑Multi-family Number of bedrooms: ❑Master builder ❑Other. Number of bathrooms: JOB SITE INFORMATION AND I.00ATION Total number of floors: Job site address: 16100 SW 72"d Ave New dwelling area: square feet City/State/ZIP:Portland,OR 97224 Garage/carport area: square feet Suite/bldg./apt.no.: Project name:Moda Health TI Covered porch area: square feet Cross street/directions to job site: Deck area: square feet Other structure area: square feet REQUIRED DATA:COMMERCIAL-USE CHECKLIST Subdivision: I Lot no.: Permit fees*are based on the value of the work performed. Tax map/parcel no.: Indicate the value(rounded to the nearest dollar)of all equipment,materials,labor,overhead,and the profit for the DESCRIPTION OF WORK work indicated on this application. Project consists of minor alteration work to 22,070 SF of existing office and Valuation: $25,360.00 warehouse.Work includes drywall/metal studs,doors/frames.painting,and other Existing building area: 22070 square feet finish work. New building area: 22070 square feet ® PROPERTY OWNER ❑ TENANT Number of stories: 1 Name:Pacific Realty Associates,LP. Type of construction: III-B Address: 15350 SW Sequoia Parkway,Suite 300 Occupancy groups: City/State/ZIP:Portland,OR 97224 Existing: B/S-I Phone:(503)624-6300 Fax:(503)624-7755 New: B/S-I 0 APPLICANT 0 CONTACT PERSON BUILDING PERMIT FEES* Business name:Pacific Realty Associates, LP. (Please refer to fee schedule) Structural plan review fee(or deposit): _5,9_2 .2,j Contact name:Robert Bumcrot FLS plan review fee(if applicable): Address: 15350 SW Sequoia Parkway,Suite 300 Total fees due upon application: City/State/ZIP:Portland,OR 97224 Phone:(503)624-6300 Fax::(503)624-7755 Amount received: E-mail:permits@pactrust.coro PHOTOVOLTAIC SOLAR PANEL SYSTEM FEES* Commercial and residential prescriptive installation of CONTRACTOR roof-top mounted PhotoVoltaic Solar Panel System. Business name:VanOsdel Construction LLC Submit two(2)sets of roof plan with connection details and fire department access,along with the 2010 Oregon Address:PO Box 1057 Solar Installation Specialty Code checklist. City/State/ZIP:Battle Ground,WA 98604 Permit fee(includes plan review $180.00 and administrative fees): Phone:(360)687-8636 Fax:(360)687-7677 State surcharge(12%of permit fee): $21.60 CCB he.:215976 Total fee due upon application: $201.60 ipned by Robed"`morn This permit application expires if a permit is not obtained Authorized signature: Robert l Bumcrot a mva'E obene�°, si turn waacr,u:,.ON-Pater! =-:.om:aozo.oes:o.9::o-oroo r� r� r� within 180 days after it has been accepted as complete. Print name:Robert Bumcrot Date: 4/12/2020 * Fee methodology set by Tri-County Building Industry Service Board. I:1Building\Permits\BUP-COM PermitApp.doc 02/24/2011 440-4613T(I I/02/COM/WEB) City of Tigard COMMUNITY DEVELOPMENT DEPARTMENT 41 TIGARD Building Permit Review — Commercial - No Land Use Building Permit #: t3 P - O0/0S Site Address: (Re tDD SW 7 2tA4 {, Suitc/Bldg#: Project Name: MOG A. it - 1-4-E7I-r,. (Name of commercial business occupying the space. If vacant,enter Spec Space.) Planning Review Proposal: T. ( , Existing Business Activity: 0.40Qi St/ /rwA9 " M (Bello ) Proposed Business Activity: Nay'&NIA(I.tp1 IRe_ihtrn -y►'I,Q,V±'(- gI Verify site address/suite# exists and active inn permit system. .P- River Terrace Neighborhood: ❑ Yes '4 No C -Zoning: (-L .k Permitted Use: ;RI'Yes ❑ No ❑ Spec Space ,) Confirm no land use required. A-Business License: Exists: Yes ❑ No,applicant was provided a business license application Notes: Approved by Planning: /Q''-/t Date: 4(26( o Revisions (after Building Submittal on y) Reviewer Date Revision 1: 0 Approved 0 Not Approved Revision 2: ❑ Approved 0 Not Approved Revision 3: ❑ Approved ❑ Not Approved Building Permit Submittal Original Submittal Date: 1r/Y/70 Site Plans: # 3 Building Plans: # ..3 Building Permit#: et-Enter building permit#above. Workflow Routing: Manning 0 Permit Coordinator Building Workflow Sign-off: 0—Sign-off for Planning(include notes from planning review) Route Application Documents: wilding: original permit application, site plans,building plans,engineer and beam calculations and trust details,if applicable,etc. Notes: By Permit Technician: (3(;) alLti«a---; Date: '?-y/,?v 1:\Building\Forms\BldgPermitRvw_COM_NoLandUse_l 11819.docx i Permit Coordinator Review ❑ Conditions "Met"prior to issuance of building permit ❑ Approved,NOT Released: Date: Notes: Revisions (after Building Submittal only) Revision Notice 1: Date Sent to Applic- t: Revision Notice 2: Date Sent to Ap.icant: Revision Notice 3: Date Sent to '. splicant: ❑ SDC Fees Entered: Wash Co rans Dev Tax: ❑ Yes ❑ N/A Tigar. rans SDC: ❑ Yes ❑ N/A Pa -s SDC: ❑ Yes 0 N/A O OK to Issue Permit Approved by Permit C.ordinator: Date: I:\Building\Forms\BldgPermitRvw_COM_NoCandUse_111819.docx