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Plans (19) RECEIVED ■ LIVERMORE ARCH ITECTURE & MAY 2017 ENGINEERING, INC. CITY OF TIGARD BUILDING DIVISION JD Farms 6830 SW Bonita Road, Tigard Oregon Structural Calculations Calcs.: 1-8 City of Tigard A• . , • m d Plans By Date 1 7 k. OFFICE COPY - PA011 �'}G g y Iciwr '40REGON ° 17 .01. q 4CHAEL � EXIML Permit Issue 05/05/2017 Project Number:216039.00 5125 SW Macadam Ave.,Suite 200,Portland,Oregon 97239•Phone 503-892-3002•www.livemioreae.com Project name: �13 _ Sheet: atCv architecture&engineering,inc. G� �� /� Proj B�'��b ."�-- Datc: 71-7 industrial•commercial • }� ,� /l s� /I t t t 1,4 if I tit (c) x fro �.�. <��o0 140 SW Arthur Street,Suite 200 • Portland, Oregon 97201 • 503-892-3002 • 503-892-3003 _ . .• ,...b.wommosoe' ! II at 0.1 „ • ,4\ 01 L1.1 r t 1.-11" 20'-0" JOISTS AT 16 O.C. H I I11 111111111 I11111111111 . 11111111111111 11.4 '11111111111111 11111111111111c - till11111 1111 JIIllI ! fIIHlI ' 11 , 11111 I HMI 'II , 111111 I :1 1 1 1 1 1 1 1 (13) TREADS AT 11" 6.-2 t1-11 „ /1'-.11• 20' 2", I t 1 , t Table 4.2C Nominal Unit Shear Capacities for Wood-Frame Diaphragms Unblocked Wood Structural Panel Diaphragms' 'A'' A 8 I. SOSMIC WINO litslrown 6 tn.Nal Spacing at Minimum Minimum monina Wier. 6 In.Nal Spacing at diaphragm boundannsdlaphm gm boundaries and Common Raatenar Ntanlnel n1 Halted Pste n and supported panel sages supported panel edges Sheathing Gratin NMI Slat PanetMtt/e lOn Panel SoraCase' e Cascon 1 Cams*2.3.4.5.6 j C11110C11110 t In In Framing ThickneaS maw o (In) (In) Boum/Mosz3,4.5.6 Ib.) Yr O. `,. a. Y. v. (pm (ktpslm.) , (Pin (ldpseln.) (pig (p4 050 PLY Osla PLY fd 1.124 5216 2 330 n0 7.0 250 6.0 l5 460 350 3 370 7.0 6.0 280 4.5 4 0 520 300 5.1042t4/4 I Ad 1.318 3/8 2 480 8 5 7.0 360 6.0 4 5 670 505 3 530 7.5 6.0 400 5 0 4.0 i 740 500 tOd 1.1R t5,32 2 570 t4 10 430 05 70 800 G00 _ J 640 t2 0,0 480 8.0 6.0 895 670 5/18 2 300 9.0 6.5 220 60 4.0 420 110 A 6d t.1/l 3 340 7.0 5.5 250 50 3.5 475 350 e 31n 2 330 7.5 5.5 250 5.0 4A 460 350 V 3 370 6,0 4.5 260 4.0 3 0 . 520 300 r y® 2 430 90 6.5 320 60 4 5 600 450 91nti and 3 480 7.5 5.5 360 5.0 3 5 , 670 505 8d 1.31n 7118 2 460 85 6.0 340 55 4.0 645 475 5141tycr•C/»r 3 510 7.0 5.5 3040 4 5 3.5 715 530 '?. 15,32 2 40 7.5 S.5 300 5.D 4.0 620 505 3 530 6.5 5,0 400 4,0 3,5 740 500 h 15132 2 510 15 0.0 380 10 60 715 520 '06 1.112 3 580 12 6.0 430 8 0 5 5 810 600 tA,32 2 570 13 85 430 8.5 55 800 Epp 3 840 10 7.5 46() 70 50 895 670 1.\,w.,n.,t on*Or..earn,IN,..11.111Sealtuttal in al\Y,r..11n,414143.Ivo tie. tL.K IAF2, , ,,.,. tan,,7A4( ,0,,,,IP 1,Ca...7o AI ono..' ter.'r,R 5"I1111n..o)4 unit dreg t Lei ors'1t1.I I RI lIt tonal lost nnnlaM< {Pawl h,nn Prr o.kr,l,-r I',-nel Innl.l 111,1 r, ! 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(Cee t.+e.•-,...1-,!owl Cr..."‘.1,1 � SW3ISAS DNISIS324-301IOd 1V1131V1 la i •o o I , 11 Table 4.3C Nominal Unit Shear Capacities for Wood-Frame Shear Walis7 ___'� Gypsum and Portland Cement Plaster A ! 9 4.4•1400 Matatol MIs,f1111M4r Me' Srr1MIC WIND Um orb, Thlctur.. raa.0..Typo 6St1e' tApa 441700010 sp e�irq �• O. r. (hit fh) 117X) 1114404 KI ji N tK/..•4 i 1'e .p ! Idcadw(Gam A 1 NX i 74 1 14 `°^ I 701 no 7x p,0.tM4'1rt41T o 7 r -mtmop mot(0.11T,61.N1gyp OW heart a •.404.4.1 I 744+7447 „ 7441 0.170e41Nv 1.144 In01.1114 NOW 14 ,146.74.0 NO 7 1t, 1464744 :-..41 A, ro 447 4 141 6717 a 4/1*0-447 170 11 170 4/16 16 114100 170 6e 170 41.1Tmn4IsW 40.0.4.04 I. Inn 4417 74 4167447 110 110 110 41+4,4,•o9.n016. rer4.1 *40 p,Mlnhwlb PM 111 .D 1.Q r- 0•71747.0170464.14••'a N17 10 1477007 1M ,D 14) p4wuw00Me9 074/4497 ). 400"44.1 710 A n I )Y+ M cow MOW a 1.7114 Ipp,144•tea^a • .•AtOonlaalt40111S4t.lA•109,1p1eooIAAa a 7. 0)41404.0 700 .a. D 417• 0.170 nNv t u'lena 6174714a1 7 1/1 Stc.4747 740 1.6 740 • 1R Nowt 1•e Ilk 017 1KN 7yp111NW 0V®/lO'lw 1.111.141 NII 16 .44aK11ef 111 .D loll A17 16 farad yeti 4D the .s.• Na).Ne ll Paaafelatt.A 1.7M•IO.p,111•roan a-4EO41proa(0ANT :5 . 1.7,R lap,stow 14441 aat7004i1e I.W14144.0thIP/warINatio 16 I •4.1 (1 6.6410 today-ft POOP.(0.111.7.14141,4111 Peal O'�Edldr76,77401 `M 11 411 (0.11**.).Wtom.748•tomo,04170.41.7W tow Aa11I hoof 4110/:7 177.7.11 . 111 ono., I•e .D 1.4 0.170.07.11.44 Key,77101 bag,AW*4 4644.py417464l Mmell.nae4.4 117..' . 77 t•-•441 1'e la 1•e hflsrl 7 16 '• elect J N,o !..s -..,99.____ or v.' Mpd'M414 cafa44•10.01r A I.? or*7W Poona mrlbt•Ne1N Y7 '-"1 PANro•vi•7A•ler.,N,60.11NRa 0.1700.41.1.W p0..0/i, 1ra0 I 1y moon, •M 0,4 IM 1714001014"0410Cr 1161611144071NN.Mcal NW M 11.d O7m7.1.1M1a0.0444 Prattfr.a. hove woo nal a 0.170041 Ve4h 11,111p••od W 4i. s1.1N•41.K 01.1 A9'11h.O , 110 0.11440.1 ! 774 OD 1•n ^1'0+/••40.g41na lar bin ors war.1.1Nr4.9.Ao4•t414*0411••1.dler4 Nen.14100.170.4111 I aVd 1?pMVI v1.144•11v1,at,Yr Paw 4 111 a44ara+1 7010 7M Ieel4 fAmara moo a •.o.e),.OO IM 4M 0.1704 A 1.y,• Nose covert 7A' 10.0.77.0 hear 0 IA a14ar44 TO Of, y{, 1 arm. , \1, yl 1,477r-4c:4r4:nra 4h111 M a711N1071 n:arn.11.rt',.04.1 7t*deter 00ft 6t611.911'17041t SW 11,7714104.117.int l III)!10-t•n•,.1141,1,:-,•01x4' I<r,,,,,it,,.,.r14.n1,.,y111,.i.,,y.,a._,.,..1 •r 1 1411.204,01.. /4/.1.14 ., ,7 ].T.t4'C n1`R d0..:d1 t 1411l 0u11.o4.112wm In nyurPao n4 or tCTtt('14PC. i 14 hnvo ha„0 770/11.T6 07 e0 inti I111r44111 4.041160 632e i(AA-my.Ito fiat Atm ko 0717x.0.1.100n*1141,61 Ni 17141 e)ce,141 the 441'071 441010,,10+0401 1.741••.4'ar:>•0^1It7•77„r.^r+n11t4'l rt .. h^ SW3ISAS ONIISIS321-33HO!1tla31V•1 Dan Nelson From: Hiro Tomomatsu <hirot@livermoreae.com> Sent: Thursday,June 01, 2017 1:45 PM To: Dan Nelson Subject: Response to our phone coversation for JD Farm project located at 6830 SW Bonita Road Importance: High Hi Dan, Per our phone conversation earlier for the project"JD Farm" located at 6830 SW Bonita Road, here is the information that you had requested. The material amount in extraction room is shown at the last section of the Processing Procedures Narratives submitted. Butane: a total of 72.4 lbs of butane 5 lbs stored in the solvent tank in the closed loop extractor. 67.4 lbs of butane stored in the Butane tank. Ethanol: 1 gallon of Ever clear,from your local liquor store Hazardous Classification of Ethanol Listed on the section 3 and 5 of the MSDS—Flammable liquid and vapor. NFPA Rating: health—2 flammability-3 instability--0 Please let me know if you need additional information from my end. Thank you, Hiro Tomomatsu Senior Project Manager LIVERMORE ARCHITECTURE&ENGINEERING, INC. Ph:503-892-3002 www.livermoreae.com Please note our new address: 5125 SW Macadam Ave STE 200 Portland,OR 97239-3818 1