Loading...
Plans (59) OFFICE, COPY CITY OF TIGARD REVIEWED FOR CODE COMPLIANCE ApprovedI OTC: I I . ' Permit#: 14142.aaLs - Address: 4291.315.1.1104auxxjazit, suite#: ---- By: ----) 1 -' Date: j,a- s -1 SPECV .,'1,...:.L;‘, ti.... ; ;'''.:',;')UIRED State of 0' , . ':';:rl.r,tur:7.. •,:.,..-0'Nc,-ialty Code ___,..... 0 concro.,.... .. 'r!:,-,...-ing Steel 0 sp,-,-,:- . .. '7',i.nt-Resisting Concrete Frame L...1 r--i P-F ,' '.., 1.43al&Prestressing Steel Tendons E3 tlri..v....1: ,. t.uding 1 172. 1-4411.--& c. :,!3°114 1 ,, D tA ::1% , 0 Riinlc:rced Gyv .,-t,Concrete 0 Insu;aling C El Spqrplied F::,: ''''',7 I stive Materials Ei Pnc-.. :... ,Iii: Pic:::,.7...i-d Caissons , El Si inicr,,. . , 0 Srecil.li ' '.'.f,'!:7-nc.,1,:,,vt and Fng r-, 1,._,1" rj C,'0-ic.-g i,-,3pections [ STRUCTURAL CALCULATIONS GROUND MOUNTED GENERATOR PROJECT: Tualatin Valley Fire & Rescue Station 51 8935 SW Burnham St Tigard, Oregon 97223 Tualatin Valley Fire & Rescue 11945 SE 70th Avenue Tigard, Oregon 97223 03CTVp4 IA) ridik4.4.44\-ikucruitik c,\ N rts7 04 ‘4, 18346P: James G. Pierson, Inc. ,, \te. vos ,04o: E O �� **, 9 'YGiNeeb ORR. GO EXPIRES= 6-30-19 James G. Pierson, Inc. Consulting Structural Engineers 610 S.W.ALDER SUITE 918 PORTLAND,OR. 97205 (503)226-1286 FAX 226-3130 September 24, 2018 Station 51 Generator GENERAL DESIGN LOADS: Project is designed in accord with requirements of the 2014 Oregon Structural Specialty Code. For this location, the following design parameters apply: Seismic: Zone D Soil Bearing Pressure: 1500 PSF Design Summary: The following calculations are for the ground mounted generator and propane tank located at Tualatin Valley Fire & Rescue Station 51 in Tigard, OR. The generator and tank will be attached to new concrete footings near the exiting roll up doors. For this specific project, lateral calculations were completed to determine base shear and overturning forces and gravity calculations were completed to properly size the footings. The techniques and principles of structural analysis used for these calculations conform to generally accepted standards of the engineering community. These design calculations have been prepared based upon manufacturer specification sheets and a proposed site plan. Page 1 of 12 a 4 • - - - - - - . • - - i, ----- - - - • •-2212---- U0 n[mom- ' i 1 ...., ‘,.. / / I \ i j N I �• \ ...... ....r \•\ ,\ /. Ali. M....Y.. / 7\\\ M W..*YYn..M & j `-\.\ i/ a ma MC as """"` M rr..•r 1 -�_ _._L Rte. •ONO rrr MN j ' 0181117 OMEII MOM M.HQf by/01•401. M 1.•..2.Itl. NA 8110031 CMS NO CORM DMM ...Y. to loor Pm/ft tom.,0111 to Centro 11 j j 1161nroo tho COM/Onlbo WO out Win ..W.MgJbNv NOV IOW Sono allbla 00r gam slid d Iv 12 Ilawbo ••oolndoblo i D. 2121 2121- i I A. i �: i � I / /> I N % ' . L.-.2121--2121—``- /2121/2121—•2121—•21\21\—`—2121—// • ili ra, M1 NR� .. W+Z 2."702.4011215 ' • • ... •• •. • MN MM O 0 $ O ® O c O p (35.02}-1 O 7111111114:511115111111110•1 1-.1 CI il MO[+sad[ +m[na.7 L-.+m.(«. AU nweau [u x72 na[+mm7 .ma[. . �efmei Man wi(vail I *RUMBLEo a DIMENSIONAL LAYOUT OG17�� � I 71ono moose csi2e 75-125 kW Gen /�e �•e-� se in Cermet. Hous m OODQOD 4 +° -- L5�(S ENC5+F: -ban m �� DRAWN TO SCALE MN Ford, WSG-1068 as w �' . [ss �+a-se u �J�smses:aAeCrsN•• IMIr�l,�'aae2 ah CREAM tunic ruwecR SHEET, o' RErupN ME DESCPoPWN 2016-01-04 XZG3100100064 1 of 1 N . 7 4 1 E tYaT..C.� LFccZ.:t 1! a 1 . - EttcTz .- 'TPrt�1 k. l�rtb.. � 1 t IT ' 3+ , ! I. _ L- ,t I.O1 I i t ; _. 1 j " ,3.- i 6�do `S 'fittectl, - - — __ ,-, - 4•4-; as e.-4►1.1.4, ss__t.• a int` __o Ltv_ia. - 1Iii , — i 1 JE,N { Ot�.. • E t Ll i + -1 001 /s-- �\ , t ' P 16. I , • 1 - i A omie C. 1-S 11,x; WA•„ ,r tits-4C1toN ;OTM! Ahab - i - - — __ .OTS _ 9(4. o ;), .Al2. �3 - _ - j ANCA S..._�Ri s f , s 3 1 t 1 C 1401 Ski"--kat _ {ter.�.- 1 .. '---------- - - , - ----1i---; CA?A t! - - c. - t /--3-- - 11_E* s - 1 _ P�.Enrr�i ��f- • tt• t '_. 71 -7 ! Ii 71 ' 77j i 3 }__EA SI.4E 'Tr#._MANt* 8#+6e_104Q, t4114%, b' 1 t+'cS i 1 , Inc. Project Job no. James G. Pierson TVFR Station 51 - Generator Consulting Structural Engineers Locati0n n2lf 320 S.W.Stark,Suite 535 Portland,Oregon 97204 Tigard, Oregon 8/20/2018 Tel: (503) 226-1286 Fax: (503) 226-3130 then` sheet no. Tualatin Valley Fire&Rescue Page 4 of 12 ; t ' ; i • • I ! ; : i 4 . ' : ; I i i ! ! I ; ! ; I ; ' , ; 7 1 ; . _ i il ' ii ! ! ' ; it ' / . ' ; . ,.:.... I 1 ; 1 I ' ; i : . ; ' ; ; i ; ; .• It(. LOAltrf461.-1.T..P..,41*Nifitr Albiji0"' 1 1 i ' . -;, • : -; ; : ! • ; ; ; ' rii ; ; ; ; ; ; ; ; ; ' t 1(N . ; : t ; . I ' - • I i ; • , ! ; I ! I ; i • , ; . ; ; , , ! i • i ; - I I ; I , I ; I 1 ; ! , , , ---- , , -,----,-- i --,- : • ; -! - H , I -I- i i --t- I , ' i i , , I ', , 1 ' i I : ' : : ; : , 1 i : , : : , • : : i ! I-- i , , : : • : I I ; ' 4 ----; i i i i-- i ---1 •• -' -I ----1---- -i•--- 1- ; ; ; I ; 1 ; .i .. • i ' 1 ! i ! : ; ; ' ! ! " ; 1%1 ; ... al, , i . ! I • 4.1.)`5 i kg, ,Te.. , , , , , , ! , , , , , • , , , , , , , ,, , , , , , , , , ! , , , , , , ,, ; , ... n i t - , : 1 ; IiIK-42".; 1 ‘7 ,TEIE4It.EttiViP.! l ! illi .; ; Iiiii • ; ; ; • ; ; ; 1 : r ii ! ! 1 , 1- enV,... cm- ; ,1.,_ !i ...i... ; • -H .,,,; • • ; 7 • • i , . . • . , , 1 • ; I I I I I 1 ' t i--- — -- —,4 4-- i 7 I : 4 ! ! !! ! ; ; ; ; ; ; ; ; ; ; ! ; ; i3Lo ! i : .:_....1 ! .1. i. ; - , , , , , , , , , , ! „ , , , , , ! ! , i 1 , 1 ! ! ! , ! , ; ! ! . . , ; „ ; ; ; ; ; ; ! ! ! , ; 444:-4444- t . ,-- ; -4- ! ; ; : ; 44,f . 4.4- i'-'- • liti\g ; •=-1, 0;St.":VJ : ; t ; ! ! ; "it : T ' i f - r—;- ; , ; -TIr - : -4- i - I , L7,-..! ; _;_ i ; ; ..; ; , ! " I ; ; ; 11 : 1 ; , ; ; ; ; ; ; ; ; ; '; ' ; ' ; 1 • 1 ; ; ! ! ; ; ; ; ! ; ; ; , : I.;_____;_ ;-,-1-i -4- ' -4-- : --4-- !---`,"4.4 i-0 -- ---; -,-- -,---, , • ; -,-- ; --4--, ' --; 4-- -----I-— ! ., —1— : I--; i : 1- -I- 1 ; t ' t ; ; • ; ; . , ,.! -;•• i .! ' 1-- ' --I :---•-•-•-i, ---1 ' ; 4 i 4- -'4"" 1 --q,- ; ) --1 : i . , I ' 'r_P-413Pfht,*4, 1.,AAN--t t t *Ocno• c"Pil..1 ! i i I I ; i , , , I ! I ! , I ; ; ; ; , , • i 1 , ; 4 ' i 4 4 4 4 1. • : i ; ; ! ; ; ! ! ! :;: ! . ; ! ; :._ ' • ; : ; ; ; :::: ; IN) ; ; 1; 60; VO ; : I 7••••; • t • ;Vit, ; ; • • • - ; : ; 1 ; - il ; ! ; ! ! ; ; ; ' • ; 1 • ' ; : ; ; . ; , . , : •; ; ; , ; ; : ; ; ; : ! ! ! ! !! ! IJk lIcill ! rlIIiiiI " II : tl ! IL j Ike; 4 ,11. 1 •-"!__;i rt4, A,. _4 ; ; ; ; ; ; ! -, ! ! • ; ; ; ; ; l ! ' : t ---- 1 ! ;- ! 1 ! i- ; ; ..; , i - ; ; ; , ; , I- , ; , , ; , , !• ri ; : i ' i ' ; ; ; 4 1 •••. 31 IA I 1 t • t ; i t ; ' 1 : rj , li , i , -.I. ; ': ! ` --:-- -.4 , ..,.._ ! ! : ' .-...; - • 4 , ! I i41Dli 2.;, ... , : ; iii , ; ; , • ; ; ; ; ; ; ; ; ; :. ; ! I ; ; : l . ; , , , ; ; ; ; ; t : ! ; ; ; : , 1 , ; ; ', 1 ' ; i• F' ', iil .- ", : , - - . 1 ? -,:- , i t- ,- t r 1 74.. SOMe CC72,LT2) i it ik^t,tic‘4. tm..1.Ai k otaz-ecrtpi4 c•ive- crr_1%4 A-A4 144, ,,...i_. . i4 , , i , ,, ,, •; ; ; 14_ ; : ! ; ! ! : 41 ! ! -' ! li ; 1 ! ! ; 4 : ; : : : ! ! ! ; ; ! ! ' ; I ' ,,,... f ' ' ; ; ' : ' 1• ; ' ; : ; : : ; : ; - : i 2-4-1(00,9,14.4%.,..AP ; ! I, i- , IiIIII.Mi =" IO tikti 4 lit,30 lAt !-,_0 1 rt/2.i T.- ! m244.00 ,..4!„.;.m4n 1 i , v-i, 11. , , r , !- ! ; , ; --7 ! i i ;TYG I tzi 2.44.kociO ;4 1,.. Aili! -lo --IS(4474000 iA,oktiA/10 t,"4.- .s ,---21-15 ---, ,------t -,---, :!! : • - - --- : : -!--- f : -- L ! LL.... .__..,.!... ; ! _.i i 1 •i _i ".. " 1_. 1. 1. 1. _,_.; _l_ ' IlT : 1 : ' ' ; ; _ No i-0.f0-1r 09-firi,i4 ; Ocit-61,1! Moticg.s j cay.,1,.-E1)p.s4v,,, ; , i ; -1- • 1-: ! ; ; ; • 1 ; " ' rl: ; ii -. : !; ' ; : . ; : • • ; ; ; ; 11 - 11 1: ; ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! i ! ; ; ; ; i ; ; ,, 1 ! ,4__ .-. ! --1- ; *• t4)Se2 Cu)- -91a It i b",3 lxmiti_o_Ni SI-xoftlensieti-i! , _ , i f! 4 m (2- _tii .• $tte % ikkuf,.,; liNkk. INA4 .1iinti440‘fe‘ I i , ; 1 7 ! ! ; 1 ; --'.•— i . ; ! __i i !: 1 ; ; ; ; ; L._ ; 1 ; • i. ,1_ ' I ! :, ! ; ...i_ ;;;_ ! i, ; t , ' -!t; --t- ' ' . ; : ' : : ' -1 : 1" : , • I ! ' Project Job no. James G. Pierson, Inc. TVFR Station 51 - Generator Location Date Consulting Structural Engineers Tigard, Oregon 8/20/2018 320 S.W.Stark,Suite 535 Portland,Oregon 97204 Tel: (503) 226-1286 Fax: (503) 226-3130 atent Sheet no. Tualatin Valley Fire &Rescue Page 5 of 12 SIMPSON Anchor Designer TM Company: Date: 8/17/2018 Engineer: Page: 3/4 Strong-Tie Software Project: g Version 2.5.6582.3 Address: e Phone: E-mail: 3.Resulting Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, N.(Ib) V.(Ib) Vusy(Ib) I(Vuax)2+(Vuay)2(lb) 1 0.0 1024.0 0.0 1024.0 Sum 0.0 1024.0 0.0 1024.0 Maximum concrete compression strain(%e):0.00 Maximum concrete compression stress(psi):0 Resultant tension force(Ib):0 Resultant compression force(Ib):0 Eccentricity of resultant tension forces in x-axis,e'Nx(inch):0.00 Eccentricity of resultant tension forces in y-axis,e'Ny(inch):0.00 Eccentricity of resultant shear forces in x-axis,e'vx(inch):0.00 Eccentricity of resultant shear forces in y-axis,e'vy(inch):0.00 8.Steel Strength of Anchor in Shear(Sec.D.6.1) Vsa(Ib) Q)grout ft 09,outf Vsa(Ib) 6745 1.0 0.65 4384 9.Concrete Breakout Strength of Anchor in Shear(Sec.D.6.2) Shear perpendicular to edge in x-direction: Vox=minI7(le/da)02 Idaita)fcCat1•5,9AaIfccat''5I(Eq.D-33&Eq.D-34) I.(in) da(in) Aa fc(psi) cal(in) Vbx(lb) 2.75 0.625 1.00 2500 6.00 5469 fVcbx=0(Avc/Avco)Y'ed,VY'c,v h.vVbx(Sec.D.4.1 &Eq.D-30) Avc(in2) Avco(in2) V'ed,v y'qv Vh,v Vbx(lb) 0 0Vcbx(Ib) 135.00 162.00 0.900 1.000 1.000 5469 0.70 2871 Shear parallel to edge in x-direction: Vey=min17(le/da)°-2Jda2a4fccat1.5;9AaIfccat11(Eq.0-33&Eq.D-34) la(in) da(in) Aa fc(psi) cal(in) Vey(lb) 2.75 0.625 1.00 2500 6.00 5469 fVcbx=ft(2)(Avc/Avco)%d,,VVic,VY'h,VVby(Sec.D.4.1 &Eq.D-30) Avc(in2) Avco(in2) Ped,v V'c,v Y'h,V Vby(Ib) 0 fVcbx(Ib) 135.00 162.00 1.000 1.000 1.000 5469 0.70 6381 10.Concrete Pryout Strength of Anchor in Shear(Sec.D.6.3) OVcp=ftkcpNcb=/ftkcp(ANc/ANCo)Ved,N Pc,NY'cp,NNb(Sec.D.4.1 &Eq.D-40) Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com Page 8 of 12 SIMPSON Anchor Designer TM Company: Date: 8/17/2018 Engineer: Page: 4/4 Software Strong-TieProject: Version 2.5.6582.3 Address: Phone: E-mail: kcp ANc(in2) Arum(in2) Y'ae,N 'Yc,N Y'cp,N Na(Ib) 0 gVcp(Ib) 2.0 68.06 68.06 1.000 1.000 1.000 3876 0.70 5427 11.Results 11.Interaction of Tensile and Shear Forces(Sec.D.71? Shear Factored Load,V.(Ib) Design Strength,Min(Ib) Ratio Status Steel 1024 4384 0.23 Pass T Concrete breakout x+ 1024 2871 0.36 Pass(Governs) II Concrete breakout y+ 1024 6381 0.16 Pass(Governs) Pryout 1024 5427 0.19 Pass 518"0 SS Strong-Bolt 2,hnom:3.375"(86mm)meets the selected design criteria. 12.Warnings -Minimum spacing and edge distance requirement of 6da per ACI 318 Sections D.8.1 and D.8.2 for torqued cast-in-place anchor is waived per designer option. -Per designer input,the tensile component of the strength-level earthquake force applied to anchors does not exceed 20 percent of the total factored anchor tensile force associated with the same load combination.Therefore the ductility requirements of ACI 318 D.3.3.4.3 for tension need not be satisfied—designer to verify. -Per designer input,the shear component of the strength-level earthquake force applied to anchors does not exceed 20 percent of the total factored anchor shear force associated with the same load combination.Therefore the ductility requirements of ACI 318 D.3.3.5.3 for shear need not be satisfied—designer to verify. -Designer must exercise own judgement to determine if this design is suitable. -Refer to manufacturer's product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com Page 9 of 12 % � -i'. ! 14taNana� �cTE:04 i, A I.t44t) OVIEgaV -Ih+1tp46 ' . Sit*r4.!. - ` isat i r001-rN.ter4 : _Ia,,. ' �Itccl,. •tr , ...._ ; 1 ; 1 !.. I } ; W tt4 __ 1 ._ 1- ; _ 150;- ilill ' I i , 1 I I I •• ••- - • • i %►-- _toy".k Ste`, _X_�.. � f i - , ; (4 ' .-_.1850,t10 +_i�v0 �z,4 i'c-I i _5.4,ig.i *1-* ' I1 I , 110,016 _ '"_....... .._..1;.......:1 Al :4. '- too 1\0,/•k S x'1 �i Qs,•f • S ! I � 1ST �s Pa,oerm-E _ 1 1 I } 1 ISvuu o _ ) hr ' ik 'A;Plker-_ _ 2 �'� ' _ ;.C`S36`D /b-t L ao �b° -f?- I�ZD Ib - w . , I "i - I ! i j W - 12_o 3c- - Zsv' ySp * , x _ - : , "� 2A410;_.�. + C 3 Si- _X �C� -_ ._355.__ t _.)_. '� _t�cx? ��-'1 i • -._5 xZ4.$ t2 rn R 4 . w, 4Q $".o t _ 1.. 1 L__ t4 fr;:Q Ot;. is _ __ y.__ _ _ S W ' 3•GAkx.2-4iv f2i.mil DEE _ w) _' e. tb";cD`c. €. S4 ifr , _i t • ; l Project job no. James G. Pierson, Inc. TVFR Station 51 - Generator Consulting Structural Engineers '°`at'°° ate 320 S.W.Stark,Suite 535 Portland,Oregon 97204 Tigard, Oregon 8/20/2018 Tel: (503) 226-1286 Fax: (503) 226-3130 Client sheet no. Tualatin Valley Fire& Rescue • Page 10 of 12 1 t-._ i ' I 1 -- I • I i i { i 1 -i1 t i 1 � a III I _ _...-_ .� _ I - _ --_— ; __- I I I 1 1 1 1 1 1 i 1 i , • 1 I i , 1 I I. i • ii 1 i i , — ! 1 ""1 i 1 1 j .. G I 1 1 1 1 _..____ __- , . I , , i I et cT F. (jR,q i A GAN io 1 a . ; 4.•,I, i .. : !_ , „ , , _ , , • _A s4- ,, ii,tt, e Ili,4,0.t,. i 1 , ! ..„,_c, ‘4.,1841.0:Ea_ ,,/, : '-. , , , : ? . _ . . , . Ask . I 1 ! , N -o 4. OREGON 0 1- o, 9°' Och 19, O�4: / 2" t, F `� • D R R. �' (30 'fuP, PISS' b E� S�-Qv EXPIRES= 6-30-19 ! James G. Pierson Inc. Project Job no. TVFR Station 51 - Generator Consulting Structural Engineers ' `'°° Date Tigard, Oregon 8/20/2018 320 S.W.Stark,Suite 535 Portland,Oregon 97204 Tel: (503) 226-1286 Fax: (503) 226-3130 Chest sheetno. Tualatin Valley Fire & Rescue Page 12 of 12 OFFICE COPY CITY OF TIGARD REVIEWED FOR CODE COMPLIANCE Approved: I OTC: Pcniat#: l' t i p• r1 1 R - nr): 4t-3 Address: ala...1.1101.2144,412.112.w Suite#: By: —4 i d Date: p- s -I .tic , 1 SPECti State of (*- • .Tr'.. tUr-- -lq.lty Code ..............,....._... . .. .„... g Steel Cl E' >. - - rt-Resisting Concrete)Frame 0 P.-- : ,..-....1.,',& Prestressing Steel Tendons [ID1-14P-:-... :_ r:::z. ".'.;T.. 1..i“.. . • 'ry E3 i! .;';'.,:.*.r,:mcl'Ciypf -,‘Concrete El Insu,?.1.;ti.;C.... ' . :'; '4..:. -.r:piic-d 7. . '",,!Rtive Mateduls l .-7-1c.':;zild Caissons CDF'. ,),..cr.-.2,-- 1 C3F. i.:,: .. .,--i.,-.: . ,.,... .,. 11:j :•.,, i- !,!:.!4.1.F:cZionS„...,......._