The URL can be used to link to this page

Specifications (2) 4. 1 OFFICE COPY RECEIVED DEC 2 4 2020 KIDDIE ACADEMY CITY OF TIGARD likid BUILDING DIVISION TIGARD, OR STRUCTURAL CALCULATIONS DESIGN CRITERIA: DC1-DC5 r1vRF1-RF7 w � ROOF FRAMING: WALL FRAMING: WF 1-WF20 n 02� Q� FOOTINGS: Fl-F3 C LATERAL LOADING: LL 1-LL 18 • �QQ CANOPIES: CI-C14 Ve (68 PAGES TOTAL INCLUDING COVER SHEET) 1 el r• December 23, 2020 PROJECT NUMBER: 190142.01 2-2 -loaf; s,c!Ucrug44 cOPROFFS 1:1 II :- y ... ,,,,„ . 4 e 14 4.°' SAIRB\+ M co 15895 SW 72ND AVE !EXPIRES: 12/31/21 SUITE 200 PORTLAND,OR 97224 PHONE:503.226.1285 FAX:503.226.1670 INFO@CIDAINC.COM W W W.CIDAI NC.COM i fit J.S. Seismic Design Maps� 4, SSA https://seismicmaps.org/ OSHPD 7 1 9Pl rrCA G1<pi t h 16145 SW Upper Boones Ferry Rd, Tigard, OR 97224, USA Latitude, Longitude: 45.4040343, -122.751394 "z 76 SW Alder St cr Synergo -, Do 's Pizza (;) 9 Fierce Fitness Kickboxing i RMLS"" 9 The Circuit Bouldering 0 Gym Tigard Go gle Map data©2020 Date 11/2/2020,3:43:21 PM Design Code Reference Document ASCE7-16 Risk Category II i . Site Class D-Default(See Section 11.4.3) iii i! Type Value Description SS 0.853 MCER ground motion.(for 0.2 second period) S1 0.39 MCER ground motion.(for 1.0s period) i; SMS 1.023 Site-modified spectral acceleration value SM1 null-See Section 11.4.8 Site-modified spectral acceleration value E S 0.682 Numeric seismic design value at 0.2 second SA l DS I1 SD1 null-See Section 11.4.8 Numeric seismic design value at 1.0 second SA Type Value Description i i SDC null-See Section 11.4.8 Seismic design category Fa 1.2 Site amplification factor at 0.2 second s Fv null-See Section 11.4.8 Site amplification factor at 1.0 second PGA 0.388 MCEG peak ground acceleration FPGA 1.212 Site amplification factor at PGA PGAM 0.47 Site modified peak ground acceleration TL 16 Long-period transition period in seconds SsRT 0.853 Probabilistic risk-targeted ground motion.(0.2 second) ,i41SsUH 0.963 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration SsD 1.5 Factored deterministic acceleration value.(0.2 second) S1RT 0.39 Probabilistic risk-targeted ground motion.(1.0 second) S1UH 0.451 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration. S1D 0.6 Factored deterministic acceleration value.(1.0 second) PGAd 0.5 Factored deterministic acceleration value.(Peak Ground Acceleration) CRS 0.886 Mapped value of the risk coefficient at short periods filt 1 ,f 1 11/2/2020,3:43 PM Dx Z Snow Load Calculations ground snow load: pg = 10 psf exposure: B partially exposed Ce= 1.0 thermal factor: Ct= 1.00 for typical structures occupancy category: II —* I = 1.0 0.7*Ce*Ct*I*pg = 7 psf I*pg = 10 psf pf= 10 psf roof slope: 1.2 degrees non-slippery roofing CS= 1.00 CS*pf= 10 psf Ps = I*20+5 = 25 psf OSSC minimum design snow load depth of base snow load: y = 15 pcf hb= 0.5 ft drift calc not required for projections less than 0.6 ft Northeast& Southwest walls h = 3.75 ft he= 3.25 ft windward drift: L,= 63 ft hd = 1.6 ft controls Pd = 24 psf drift width = 6.4 ft drift is applied on top of base snow--> net drift= pd + 0.7*Ce*Ct*I*pg—Ps net drift= 6 psf net drift width = 1 6 ft 4.8 net pif--> neglect 6' parapet height at entry--> no spillover onto canopy Northwest& Southeast walls h = 1.33 ft h, = 0.83 ft controls windward drift: L,= 168 ft hd = 2.6 ft Pd = 12 psf drift width = 6.6 ft drift is applied on top of base snow net drift= pd+ 0.7*Ce*Ct*I*pg—Ps net drift= -6 psf no net drift DC) Snow Load Calculations, cont Northwest& Southeast canopies h = 8 ft hc= 7.5 ft leeward drift: Lu = 168 ft hd = 3.4 ft controls windward drift: Li= 25 ft hd = 0.8 ft Pd= 51 psf drift width = 13.6 ft drift is applied on top of base snow--+ net drift= pd + 0.7*Ce*C,*I*pg—Ps net drift= 33 psf —. use 35 psf net drift width = 8.8 ft 15895 SW 72ND AVENUE,SUITE 200 illtn PORTLAND,OREGON 97224 TEL:503.226.1285 FAX:503.226.1670 11 E-MAIL:info@cidainc.com . 0) P 14 1110 . PROJECT NAME: .1 eje4.‘le T-160(61 PROJ. NO. i 1OH at SHEET 1111 TITLE: By: S/2 C. DAT : 11/Yee f. - r, , or- poor ::•r'rOgrbe' l i\flifFr: 1 ! i : ! , , ! ! ! : - -- ----7 ' ' --- -1-: - - i - 1 3 , , . r i ; COO-F Z•a 12-.S ! ! ; . 'I.; 1 1 : ' :„ +-I : •-i---- ---t--- : • .1 ,,„ !----,-- - , • : ---,-- , - - , 1---, • , ., , „ , . , . , , . , . . . . . . , . , . . . • • , ! ,i : .0,5 : ' :• , . . : , . , ,• i : . . , ----r 1, ; • .. , •• ---- --- I (g e 601-1-c,..5 , .1 oisis L_-'..-• z,q1 ...v .__ 1 I , , :---,, , , , , .... ___,--_ , , , -----, --,-------- ------, . , , , , , ( l' ! : : (I.,' , , , 1 ! 1, z. j..s .7! ! 4 , ! ! : p _J_ '' ,• ' ' , ! --i-- r• ______ . . '.'11 iliii,l:11 , .-,:.,, ; F . ,._ , i -.. : , , :• _ ,„ • • , , , , , _____ --1------4, _ , __, 1 f, : ---r- --t --i, 7 777 ; 7777 7771 ; 7:77 • : , , i . • : . , . . -- t----- 11 1 1 1 • : 1 :'---- ---H-- 1.--"I 51C-- ! 1 ! 1— ----- ----t ! . i-----1 ---!-- , , ! ! [ 1 1 I ! , , , , , , , . _i_3 05-T. 'ii•- L____L_____;. ! _L__ : _i___ 1 ! 1:___H___L . _4_ : 1 • ' , , • , .. : .. . . : f ! 1 0, e.C, ! 1 : 1)11--I ...c 4C-0,‘"I/X! ! _•,._ , : , : , , 7 1-1 — '-'7 r-----1 ! . 77 d .::,;;:'i,• ! ! ! , ! , , , , , , 1 ! , ; ! I 1 : ! f i . ,, : : -- -- ;---1 : ----- -!----!. —,----- , • - ; 1 : • : ! , ; i : : , , ; : • ! ;•,.., 1 , : , • lq , 1---i - -+-- , • , t,, , -1--- --1---- -,--- : , , , , , : !,$:•4 , , , 1 ; , , , :: , I , ; . : ; ; : , I I , I . ... . . . : . -- , . - ,1: : ---• : : -k- ! ,- -----r- - --i--- ; : - - •t----I ! ,. !I-•:' , ; - I I , i i ! , : : ----h----- 1,-----" !-- - ir1-- - - - -I --H---", -';',,,I'i , ! : , : , I ; I ; ; • , ; ---4,----71 .---- , ,''.411 ,,,-!'' ' [ ,: , __! !III : , - , ii , , , : , -- ' ,• -r-- , -- ,- - ' ----r-: - !--1- --7---- til[ 7- - -t- i----.- 11 : ! : ! ! ! ! ' ! ! ' 1111 , ! ! ! ! ! ! ! ii • - ., ...._ . : 15895 SW 72ND AVENUE,SUITE 200 itt . . .. PORTLAND,OREGON 97224 r '' TEL:503.226,1285 FAX:503.226,1670 E-MAIL:info@cidainc.com . , K't cl d -( e -17-1,./aid PRO. No. ) q° 1 q Z ' 0) P65 , • . PROJECT NAJ,E.: SHEET [:1 V TITLE: B r: $ e C DATE! i • . . ' . . 1 7 64e.ri 1 The:' 1./Jetli 1 U.Pe/6111eVirt I ! 1 ' . . . .•. . • . . .. . . • . . . ; H--- ' ' . ----"--- 4---- ', ; '-- t-----÷ —. L ! ------ _ #,____--' _. , j ' , ! • ! ' j- : -. • :p1 ! ! ; , ' ' ' ! : ' 1 rt '-"-- .' - 7575 ! j , ; I ' :: ' li , 9 les-r- F 77 1; LL 1 1 7 oe :N -7 11 ; ; ; ; ; • ; ; I ----i-- ! , ! ; ; I ! --!. i i , , , ! i . . . •T' 1 1 1 . )((, ,'..s_iii, , s 1 ai 1.1 1 ‘, 'I( , • li -7 ar..sF i : , "7 . ---1--- - - '. -7 —7 1 - , 1 i • • . , „ , , , .....4_ 1 _____,_ , _± , , -1----r , , , , • , , , . . . 1 1 1 I • • --- -- , - •1,- , , : , . ___. __1___1___±. H . . L ; __: : ; : •-•;--__: ; ; ; • • ,.. " . . : , , . . . • • . ; ; • , , 1 ; ----;-; I--• • 1--r , — _, . _ . ..,i ! . . _ i 2'0 _.__e._ ' 8 pri!R 0: , I U',C 'i G,r (A)\hi : C ' ps , ____4_ ..I____ , ___,_ . . _f___ ,_ ,___ ___ !if , i 1171 iol..s-F 1 -rio•rt __. et c _ _, Ti , . . . , . . , : , , •!, , . . . , .. : : , __,,____ . : _____,._ , _ , — , • , -.-- - 11.1 '11 ; , • ! 111 :, 1 ! , , ! , , i 1 , , . . ; + +- -1-----,--'!-- ---*--i 1 --r-f-t k I ! - t ' ' ' ' • ' nia-7 Veer)e'er H In 6 4 etACT:.--OrSh.)(4,0 1 1()weir e , ,,„,"et, , , a 6 ! 1-.- ! — ,•___F __,,_ . : —_ , ! , — -!-- , ; , •:,„ ! ! ! , , . . . _., ______ . ! E_-_L' ! i• i i ! ! ! i "" ! , ____—s,--z1_,!___d Taf!)ly Ls 0..rvlin !a !,.$ 1 ! 1 c. f: As I • -, '—!-- -r--- . . , , i A ., ---f -r--- ! , 7 p s f ,-) . ; . ' 'rnsfin v •p.sc „, \l'ed___44,-- ha!-‘ _p__ • i • - I , , iv: 1 ! : , , 4v , taileNd44-1-ey) , . , • , , ._,,_ . • _____ , , , ! __••,_ „ , : ,_____, ; . , , ....„,_ ; ----r , , , , , , , , , „ . .! : ; ---; , •-t- , , ---„- ,______, ..___ . . . . . • 4.,, , • , • , , , : : , . , ; , , , • : , „ , • ! „ , • , _..._ ___, ____ , _±.. _____ • : ., _____ _ , . ____,_ ______ : . ...._ , , 1 4_ ___i , ___ _ - -- . k ! .--,- I 1 ! 1 Il , , 1 ! . 41. __4 ! _ ! . f____÷ ___H_ 1____4_ : , ___:r_ ! _4___ : ,__ _ _ _, __ - , 1 .' , , -4-- ! ',- —"--—r--- 1 "'"--- - ------ —1 7-- "--- . . -,-- --1 -..--- ,-.... 1- -.-4....... !7'7•77 .77.7.- : 7 -7.777- - -77- ''1.7- '..-7--- 1 , --'''"-'- t----1 ' . I I 1 , I i : . 111.1' '' '1 , ' , ,. H___ __ ___ ____, : ..._______ _ . _ . t J9 SPE Project: Project Type: Short Joists Location: Tigard, OR Folder: Roof framing RF1 Date: 11/3/20 10:23 AM ctedSpecTm by RedBuiltTM Designer: SRC 'i ,I7.1.10 Comment: 16" Red-I65TM @ 24" o.c. This product meets or exceeds the set design controls for the application and loads listed DESIGN CONTROLS % Design Allow. DOL Combination Pattern Pass/Fail Shear(lb) 39% 1247 3232 Snow(115%) 1.0D+1.OS All Spans PASS Positive Moment(ft-lb) 85% 9042 10592 Snow(115%) 1.0D+1.OS All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 64% 0.932 1.450 L/374 L/240 1.0D+1.0S All Spans PASS Span Total 83% 1.603 1.934 L/217 L/ 180 1.0D+1.OS All Spans PASS SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib)(DOL%) 725(115) 725(115) Dead Reaction(Ib) 522 522 Total Reaction(Ib)(DOL%) 1247(115) 1247 (115) Bearing Flush Flush Support Wall Beam Req'd Bearing,No Stiffeners(in) 1.75 1.75 Req'd Bearing,Stiffeners(in) - - HANGERS Model Top Face Member Header Size Left ITS2.56/16* 4-10d 2-10d 2-10dx1.5" Glulam DF/SP 8.75x34.5 Right ITS2.56/16* 4-10d 2-1Od 2-10dx1.5" Glulam DF/SP 8.75x34.5 (* =Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0.25/12 R 29'-0.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 18 0 24" Snow Roof Joist NOTES • Building code and design methodology: 2018 IBC ASD(US). •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. • Sloped length multiplier= 1.000. E:\adcadd\19\0142.01 Kiddie Academy-Tigard\Boones Ferry\Structural\joists.red 11/3/2020 10:23:54 AM Project: Roof framing : Short Joists Page 1 of 1 `4441.0lie products noted are intended for interior, untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuiltT" recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted,this output has not been reviewed by a RedBuiltT" associate.PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt"",RedSpecT", Red-I'",Red-I45'",Red-I45LT", Red-I58'",Red-I65'", Red-I90T", Red-I90HT",Red-I90HST",Red-LT",Red-WT", Red-ST",Red-MT", Red-HT",RedLamT",FloorChoiceT" are trademarks of RedBuilt LLC,Boise ID, USA. Copyright©2010-2019 RedBuilt LLC.All rights reserved. edSPE Protect: Project Type: Long Joists Location: Tigard, OR Folder: Roof framing Date: 11/3/20 10:24 AM R Z RedSpecTM by RedBuiltTM Designer: SRC /7.1.10 Comment: 18" Red-I65TM @ 24" o.c. This product meets or exceeds the set design controls for the application and loads listed i DESIGN CONTROLS % Design Allow. DOL Combination Pattern Pass/Fail Shear(Ib) 40% 1419 3542 Snow(115%) 1.0D+1.0S All Spans PASS Positive Moment(ft-Ib) 980/0 11708 11937 Snow(115%) 1.0D+1.05 All Spans PASS DEFLECTIONS(in) Vo Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 71% 1.176 1.650 L/337 L/240 1.0D+1.0S All Spans PASS ff Span Total 92% 2.024 2.200 L/196 L/ 180 1.0D+1.05 All Spans PASS SUPPORTS Support 1 Support 2 Live Reaction,Critical(Ib)(DOL%) 825(115) 825(115) Dead Reaction(Ib) 594 594 Total Reaction(Ib)(DOL%) 1419(115) 1419(115) Bearing Flush Flush Support Wall Beam Req'd Bearing,No Stiffeners(in) 1.75 1.75 Req'd Bearing,Stiffeners(in) - HANGERS Model Top Face Member Header Size Left MIT318* 4-10d 4-10d 2-10dx1.5" Glulam DF/SP 8.75x34.5 Right MIT318* 4-10d 4-10d 2-10dx1.5" Glulam DF/SP 8.75x34.5 (* = Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope:0.25/12 I[ 33'-0.0" r APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 18 0 24" Snow Roof Joist NOTES • Building code and design methodology: 2018 IBC ASD(US). •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. •Sloped length multiplier= 1.000. E:\adcadd\19\0142.01 Kiddie Academy-Tigard\Boones Ferry\Structural\joists.red 11/3/2020 10:24:22 AM Project : Roof framing : Long Joists Page 1 of 1 ,ie products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed in accordance with local building code requirements and RedBuilt"" recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted,this output has not been reviewed by a RedBuilt"" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuiltr",RedSpec"",Red-IT",Red-I45T",Red-I45LT",Red-I58T",Red-I65T", Red-I90T",Red-I90HT",Red-I90HST",Red-LT",Red-WT",Red-ST",Red-MT", Red-HT",RedLamT",FloorChoice"" are trademarks of RedBuilt LLC,Boise ID, USA. Copyright©2010-2019 RedBuilt LLC.All rights reserved. Project Title: Engineer: K �Project ID: ` 3 Project Descr: File=E:ladcadd11910142.01 Kiddie Academy-TigarcN3oones Ferry\Struc urallca cssc6. OOCI Beam Software co. r.ht ENERCALC,INC.1983-2018,Build:10.18.11.30. Lic.#: KW-06006865 Licensee : CIDA INC. Description: Beams-gravity CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set:ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb+ 2400 psi E:Modulus of Elasticity Load Combination ASCE 7-10 Fb- 1850 psi Ebend-xx 1800 ksi Fc-Prll 1650 psi Eminbend-xx 950 ksi Wood Species : DF/DF Fc-Perp 650 psi Ebend-yy 1600ksi Wood Grade :24F-V4 Fv 265 psi Eminbend-yy 850ksi Ft 1100 psi Density 31.21 pcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling D(0.5625)S(0.78125) b d 6 4 b rilillh 5.125x28.5 1`1 P'i Span=28.830 ft , :Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load: D=0.0180, S=0.0250 ksf, Tributary Width=31.250 ft DESIGN SUMMARY Design OK Maximum Bending Stress Ratio = 0.985 1 Maximum Shear Stress Ratio = 0.548 : 1 Section used for this span 5.125x28.5 Section used for this span 5.125x28.5 fb:Actual = 2,414.72 psi fv:Actual = 166.98 psi FB:Allowable = 2,452.34 psi Fv:Allowable = 304.75 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 14.415ft Location of maximum on span = 26.515ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.933 in Ratio= 370>=240 Max Upward Transient Deflection 0.000 in Ratio= 0<240 Max Downward Total Deflection 1.428 in Ratio= 242>=180 i Max Upward Total Deflection 0.000 in Ratio= 0<180 — — -- t Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 `[[ Overall MAXimum 19.370 19.370 1' Overall MINimum 11.262 11.262 ,ii +D+S+H 19.370 19.370 D Only 8.108 8.108 S Only 11.262 11.262 rifi t l 4 ... .. ... . 15895 SW 72ND AVENUE, SUITE 200 • PORTLAND,OREGON 97224 TEL:503.226.1285 FAX:503.226.1670 .,,,,7r,,Er'.1,,9F i ' . E-MAIL:info@cidainc.com ..r. ...„„;., PROIECT NAME: 11.,;(iCht i i ard PROJ.No. 1410 /LAZiC)1 SHEET R C.:ti VTITLE: BY: SC DATE: I Pli0 . . . , . . r------i - , ,, , , ( . : . ' ): -4- i (0.90Z54), 017-7') p. .3)7-(-! ogg5. 7-(--, 71) l ul) 4-I- 4Y-N! i I i ; I----M 1- H•- , , . • _•____ „...— , : , . : , . . : • • • • 1 , 1 I I ! ! ! , , , ! i ! 0 t.1 3 oio — . : . . , : , , .4.0' Hi-",— 1 1 ----1' •1 1---i -t---_ ___1 ' , .1 _- ! 43 _L_. . c,ie , . _ ., . , 1 , -F . . I ! , ! c.11, 3 ps•0 kuir 1 v f v.1 : 1 i : rp-i . z-bre* 14-T..) 1 i , . _____.+, _ • ..___;____ . -1-- i : ; 1---: , i , i ---i-(°4i .', I ..,„... -(- sk .1)61'f i 4- . ( . __.. ,5 --.-- : ,--7,41 1 ! Jr-r i , . ---4- ,. 7 .1. "I 1 1 1 . -I-ae‘e[iair InAlt 704e, :4i,- 1 izo :lb ,' Qftt- • • — ____,.. ,.....,,,_, , , ! , — ! • , _... . , : , _H_ ! , : _ _,_ , _.,_ ., . . ! ! !! !. ! :: ; ; -1-',- ii4 4 6,4 .(121- 1 • : : : : : : 1 . . . . • . . : . . . . . 4 --1— .(--yal , : ! , , ' I b q-7- ' 1 ., . : -..•_- ).0 I);i + /4 Li! : ! 7 , ! 117 ' ()F1;-(+ ,cl,- el,(4!„- e,,a . . L._ i .,,,• _, _, : \; ; I .1...,..„/_, , ! , I , , , , . ; I ! T-1—• ' - ! )' --t 1 1 ---1--- -, _,_. ) (•Z ) ( ff' 7= Zq ,: L- SP )l c+ . • • : : 1 0-E• o4,146if2 :_60AJArl_______51 : J___ ., : • • . . --- , ---",- ---t- — ! ' - I ' : ,--- ,___ ' ! _74 -...4._ : ' • 7 --,-. : 4---7. : : : .—,----1-. : -i--- -1-- i , , ''--- ; '—I— . . .. . 'I'.- 'I- 15895 SW 72ND AVENUE,SUITE 200 . . PORTLAND,OREGON 97224 < , . . . TEL:503.226.1285 FAX:503.226.1670 . ..: E-MAIL:infogcidainc.com PROIECT NAME: KJ,d ke Ti eraf PRO;.No.d P 1 q 0 1 H 2 . 0( SHEET F> v Sg C DATE: Ili 3/Ze) 1 VTITLE, BY: 1 ---,- I __ I I ! I ! ! I ! 1 1 1 i 1 ! . :•• I 1 I _, ! : 1' 1- ! I ! ! l ' k ! : III, ! ! ! 1 1 1 1 I ' /1)(11A &arl„: rb 0 74_4 ja$"15 ,C0A-r, r r r , : , _ , i 1 - )1 p '-r)a, -r-4)--(33 : ...f/ , = 117 )19' A-SD lypii4 ' 1 f. .1. 1 r---: i --H----4 ; AA 11: .. -farlei iri n' ail Y\ Ok- ! -giqr i! 2-15 $ 1 , . : , i , : , : , , : . . ; . . : , _ ___. . 0-7' lb -- LilL-11 ilb l'=' 16;1 ', 11, i' -47, sD Icf'2, 1.1--r-1--1.01-1— '1-,)edi : . 1 , . : 4-1---t I i ! 1 4'• ' 1, 1 S , lb V ; , 1 ,_ __ _ , ---i-- -1----F -I--- . , • . ._, , ::•; ! , , ! , i 1 (b', 4) 1 lz, 47. es-r: -.114..5.4); ( t2H CH)) (. 3 -(477 Z:)--------23 l b , nia*,' 64, 116 , 7 ' 71,1 ' .-----17 '''-G-v--T -17 5. 5 lb I __,_____,.. _..„.._ , __,_ .k.___. . . ! __E_ .._.,_ : ___ 4____1 rilE!,:i' '4 1111.1 (ii0 1 IT4 .0 te) I b "N \ N' ei K i _L_ 1 _L_ , _,-__ , L _L__ ,. ' .____1 _._ 1 ____H_ ; -I 't,n 1 (1114$3 p:S'fr) ( 0•QP611 +0A) ."7' I 7•14 PO'. 11-*ICall 1 1 - . —i--- _—. , ! — —.-÷... —i 1 • ( H3 4): Cral +0 tC.- 1 7 4 . KL_51 d ; ; — . , --1 , i ir- , eln a 0 in e : • . , ! . : . „ _,__._ ___. : _ ___, ._ __ , ili - 1 17, q p' ,5c 4-, 12, 14—, 9154—H,•-' ,5,50..Sf , , , 1 i , I ! , ___ 1.''' ' ' ' 171 ' ' '- ? .c1 ' 4.,,r- ' I -1-- kl ' - • ,i ,--- ,el ' • ,c__,, , ' ' , , __4 H r f , 1 ' ' • ! ' ' . 1 lii. --L I 1 i 1 -4 . ' I l i i --1— . , ;--4— 1 —L--• -.,---! : I —1 11 • . ' • • I 'I i • i , i 1 -,----- , . : • # I . --1-7 • ' —7- ' i , , . , . Evq: E , . - : E ; , --- —4-- 1[11i ' ' ! 1 ! 1 ; E ' „. . . E!,,,, !I:L:1 ! , E ' ! ' E • ' 1111 Nii.: '. • If itfi L___ I.;._ ,___ ___ , ; E ; El ii 11 . ___._ ___ ___ ,t'-, E1E ' EE ; i1111 ; ' , E : Eill ' El E ; , , E VI r- 't-----, , --f-- 1 -H-- --7 — , , , I , -,------ , , , , , , . 11 . . , , , , , , : 1 , , , Project Title: �; Engineer: IU Project ID: Project Descr: Flie=E:1adcadd11910142.01 Kiddie Academy-Tigard\Boones FerrylStructuritlealcs.ec6 . INOOd Beam Software cop ri•ht ENERCALC,INC.1983-2018,Build:10.18.11.30 . Lic.# : KW-06006865 Licensee: CIDA INC. Description: Beams-uplift CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set:ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb+ 2,400.0 psi E:Modulus of Elasticity Load Combination ASCE 7-10 Fb- 1,850.0 psi Ebend-xx 1,800.0 ksi Fc-PM 1,650.0 psi Eminbend-xx 950.0 ksi Wood Species : DF/DF Fc-Perp 650.0 psi Ebend-yy 1,600.0 ksi Wood Grade :24F-V4 Fv 265.0 psi Eminbend-yy 850.0 ksi Ft 1,100.Opsi Density 31.210pcf Beam Bracing : Completely Unbraced W(-0.171875t b 8 b D(0.34375)W(-0.5625) X a o 21,i 5.125x28.5 I ' Span=28.830 ft E kikiov Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load: D=0.0110, W=-0.0180 ksf, Tributary Width=31.250 ft Uniform Load: W=-0.00550 ksf,Extent=0.0—>>6.40 ft, Tributary Width=31.250 ft DESIGN SUMMARY Design OK Maximum Bending Stress Ratio = 0.422 1 Maximum Shear Stress Ratio = 0.179 : 1 Section used for this span 5.125x28.5 Section used for this span 5.125x28.5 fb:Actual = 617.72 psi fir:Actual = 42.72 psi FB:Allowable = 1,463.88 psi Fv:Allowable = 238.50 psi Load Combination +D+H Load Combination +D+H Location of maximum on span = 14.415ft Location of maximum on span = 26.515 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.151 in Ratio= 2291>=240 Max Upward Transient Deflection -0.512 in Ratio= 676>=240 Max Downward Total Deflection 0.453 in Ratio= 763>=180 If Max Upward Total Deflection -0.126 in Ratio= 2751>=180 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum -9.086 -8.231 Overall MINimum 4.955 4.955 +D+S+H 4.955 4.955 +0.600+0.60W+0.60H -2.479 -1.965 D Only 4.955 4.955 W Only -9.086 -8.231 ... .r u..-. ..u... . .... . . ...r .. .. . ... ,.. ... u.. .. ..u.. ykf: !l f'U K I t i3 MEMBER REPORT PASSED Roof, Roof: Joist 1 piece(s)3 1/2"x 16"1.55E TimberStrand®LSL @ 24"OC �a��5 2 l:_ 7 5�'te� I \ Overall Length:33'7" „a« 0 0 �{ y� �+ i gig '.fltt�- i0. th'iil _inr/ t l u.ii 1t°!In+.�i� ;i P,:.,.i�l,l,A lrt l Nulls in i�liti t 11tll4ll yens tt '1� , )•l j 11�P! r a it i .i u 't!H T.04it :a..I. tY, g it s�i0�'t'ri i.i81..t�r�k1,.7'* '.�axw,j''�'3 r f.,it / 33' 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results AcWal 0 4ocetlon Allowed Resift LOF Load:txmbbt 0e(Psttern) System:Roof Member Reaction(Ibs) 1254 @ 3 1/2" 4725(1.50") Passed(27%) -- 1.0 D+1.0 Lr(All Spans) Member Type:Joist Building Use:Residential Shear(Ibs) 1153 @ 1'7 1/2" 14467 Passed(8%) 1.25 1.0 D+1.0 Lr(All Spans) Building Code:IBC 2018 Moment(Ft-lbs) 10346 @ 16'9 1/2" 36631 Passed(28%) 1.25 1.0 D+1.0 Lr(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.591©16'9 1/2" 1.100 Passed(L/670) -- 1.0 D+ 1.0 Lr(All Spans) Member Pitch:0/12 Total Load Defl.(in) 1.123 @ 16'9 1/2" 1.650 Passed(L/353) -- 1.0 D+1.0 Lr(All Spans) • Deflection criteria:LL(L/360)and TL(L/240). •A 4%increase in the moment capacity has been added to account for repetitive member usage. Bearing Length Loads to Supports(Ws) Siloxposts Total Avaaabie Rewired Deed Roo/Uvs Tonal Aoe7eans0riei 1-Hanger on DF studWall 3.50" Hanger1 1.50" 605 672 1277 See note 1 3rger on 16"DF beam 3.50" Hangers 1.50" 605 672 1277 See note 1 anger supports,the Total Bearing dimension is equal to the width of the material that is supporbng the hanger *-Mf ee Connector gnd below for additional information and/or requirements. Lateral Brec erg Intervals Comments Top Edge(Lu) Continuous Bottom Edge(Lu) End Bearing Points Connector:Simpson strong-vie . Support Model Stet Length Top Fasteners Face Fasteners Member Fasteners Amamodes 1-Top Mount Hanger M1T416 2.50" 4-10d 4-10d 2-10dx1.5 2-Top Mount Hanger MtT416 2.50" 4-10dx1.5 4-10dx1.5 2-10dx1.5 •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Roof Uve Vertical Load Location(Side) (O SO) (non-snow:1.25) comments 1-Uniform(PSF) 0 to 33'7" 24" 18.0 20.0 Default Load Weveri!saeUser Notes Weyerhaeuser warrants that the sizing of its products wit be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software operator Job Notes 12/21/2020 5:48:36 PM UTC Sam Corbin c1DA ForteWE6 v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 (503)226-1285 same@cidaine.eom Weyerhaeuser File Name: Kiddie Academy Boones Ferry Road Perna 1 I 1 , < .,-,: 15895 SW 72ND AVENUE,SUITE 200 • .. -- PORTLAND,OREGON 97224 . -....: TEL:503.226.1285 FAX:503.226.1670 E-MAIL:info©cidainc.com 1 •q ji: q ot, z: , o i PROJECT NAIE: 14:1d.d.re ....riaid P R 0. No I t4. SHEET Wri •. T,TLE: By: SC C DATE: I • 7- ; , , • , , , -7- 1 i ! , - . - . 7 r• L 1 elii4-e-60ir uqal 'frOarn% 1 ! 1 1 1, '. ____L_ I ! 1 . .. . . 1 -7 1 t7 q 41! X 1.1i _____ , . , ! _ . . . . . . . I. .- ..---1,-'•—I- +--; i ' , —i . Z, : : —,-, ; 4 ; : ' ! : " I : q s Hal i: , , 1 1 , , ; , , , , i ,,,.; , , • _ . 4, s , , , , ig : )5,q 0.5c , „, , . a 3 f 4 oil q3 4'Di ' = ! ;!kii,f`c20,1 ' ! _ , , __, !, ! . ___4... ,......_ • , ._, ......___ , ,, , ____;__ ___„._ ,, , •______! , ____ -,--- -h- -,- , , , , 'i ! ! ! lio ! r 1E4, 34: s''.r-• )(101' .00 4-', ii.1,1Z . ..-- 17,1 psc, <„,,, ,,,,! __0 1 1, „! . . ! ! ! ' - ' p - sql-ii lb ,' 1 ,' 1 ! t '-, + --:1 5? -2:5 1 I ryletly ! oi ! lb' ' ' ' 4...d___ _ _ , „_____ ,_ • • 4 ! . . , ; • • --T. --1— ; , T I(9C1/4,01.,\1.. " , , , , , . , -r) . ___ _, , . . . . ______ ,,.„ : .,•,:„,„. „ , , , „ • , , , , , , ,, „ , , , „ , , CIT-3'3 -r45-7' t 5 '71), a)‘' c,u\rd load- •,,, , , , , , , , if !.6 , , ! .... , , , , , . . . •• ., , Tt ,•' 38iStini OG i trii • Dit,- )-4,_!rg. !Iterioefilli __ __ ___K ' • ' I d\e-v • • ; _.._ , . , , . :-,• 1 ! i ; , . • _____. _____, .0 .._ __i_ . , ' ' ' . ; , , , , , „ :, „ , , , . iy , 1 : i (0-4i)(60'2=yLi"--0) oo: {,4$T' -1- qo p,S, 1,5', G' C,,- . i . . • 7 : : ! : P-7. .' : , 4 __;___ .4,_____, 11 i 10 (tO ( 17 7 pt5H4') _ 9 .s , ' ! , ' ' 1 -7 : 8_,____fT_____ ! --T' ; ' : ' 1---I' i ' , . - i • „ ____ 4_ 1 ' ' ' ' ' tir , . r__ ....5 ______ . , ____L! •,!,, 1 , I , . . . ii , 11Ei f • ____. it___ 4_____ ___ ___ __ 1 : . - - i ; _,____ , ....,_ , i , ___ _ It . _____ _L___ ' __ : ' _LT. ' ____. ; t , .T+____L_ __ _. il , • : '. . . . • 4----' ;' --, - :. —4— ' ,- , Project Title: Engineer: Project ID: \A I F 2 Project Descr: Vv File=E:ladcadd11910142.01 Kiddie Academy-Tigard1Boones Ferry\Structuralcalcs.ec6 . N00 Column Software cog 'Olt ENERCALC,INC.1983-2018,Build:10.18.11.30 . Lic.# : KW-06006865 Licensee: CIDA INC. Description: typical stud Code References Calculations per 2012 NDS, IBC 2012, CBC 2013,ASCE 7-10 Load Combinations Used : ASCE 7-10 General Information Analysis Method: Allowable Stress Design Wood Section Name 2x6 End Fixities Top&Bottom Pinned Wood Grading/Manuf. Graded Lumber Overall Column Height 16.67 ft Wood Member Type Sawn Used for rwn-slender calculations j Exact Width 1.50 in Allow Stress Modification Factors Wood Species Douglas Fir-Larch Exact Depth 5.50 in Cf or Cv for Bending 1.30 Wood Grade No.2 Area 8.250 inA2 Cf or Cv for Compression 1.10 Fb+ 900 psi Fv 180 psi lx 20.797 inm Cf or Cv for Tension 1.30 Fb 900 psi Ft 575 psi ly 1.547 in^4 Cm Wet Use Factor 1.0 Fc-Prll 1350 psi Density 31.21 pcf Ct:Temperature Factor 1.0 Fc-Perp 625 psi Cfu Flat Use Factor 1.0 E:Modulus of Elasticity. . . x-x Bending y-y Bending Axial Kf:Built-up columns 1.0 NDS 153 2 Basic 1600 1600 1600 ksi Use Cr:Repetitive 2 No Minimum 580 580 Brace condition for deflection(buckling)along columns X-X(width)axis: Fully braced against buckling about X-X Axis liY-Y(depth)axis: Fully braced against buckling about Y-Y Axis Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included :29.807 lbs*Dead Load Factor 'f AXIAL LOADS. . . i NINO Axial Load at 16.670 ft,Yecc=2.750 in, D=0.60,S=0.8250 k BENDING LOADS. . . Lat. Uniform Load creating Mx-x,W=0.02350 k/ft 1. DESIGN SUMMARY 1 Bending & Shear Check Results PASS Max.Axial+Bending Stress Ratio = 0.3932:1 Maximum SERVICE Lateral Load Reactions.. Load Combination +D+S Top along Y-Y 0.1959 k Bottom along Y-Y 0.1959 k Governing NDS Forumla Comp+ Mxx, NDS Eq. 3.9-3 Top along X-X 0.0 k Bottom along X-X 0.0 k Location of max.above base 16.558 ft Maximum SERVICE Load Lateral Deflections... ',i At maximum location values are... Along Y-Y 1.240 in at 8.391 ft above base Applied Axial 1.455 k for load combination: W Only ( Applied Mx -0.3244 k-ft 1 Applied My 0.0 k-ft Along X-X 0.0 in at 0.0 ft above base i Fc:Allowable 1,707.75 psi for load combination:n/a 11 Other Factors used to calculate allowable stresses... PASS Maximum Shear Stress Ratio= 0.07940:1 Bending Compression Tension Load Combination +D+0.60W Location of max.above base 16.670 ft Applied Design Shear 22.868 psi Allowable Shear 288.0 psi ,ij Maximum Reactions _ Note: Only non-zero reactions are listed. X-X Axis Reaction k Y-Y Axis Reaction Axial Reaction My-End Moments k-ft Mx-End Moments Load Combination @ Base @ Top @ Base @ Top @ Base @ Base @ Top @ Base @ Top +D+S -0.020 0.020 1.455 +D+0.60W 0.109 0.126 0.630 +D-0.60W -0.126 -0.109 0.630 +0+0.750S+0.450W 0.071 0.105 1.249 40+0.750S-0.450W -0.105 -0.071 1.249 ,t +0.60D+0.60W 0.113 0.122 0.378 +0.60D-0.60W -0.122 -0.113 0.378 D Only -0.008 0.008 0.630 S Only -0.011 0.011 0.825 Project Title: Engineer: �� Project ID: Project D 2E File=E ,m,«o2 1 Kiddie Academy-Tigardiloones Ferry‘Structuraficalcs.ec6. Wood Column software®, >mHeCALC,IN1983-asK■,0.C11.30 Lic.# : KW-06006865 Licensee : CIDA INC. Description typical stud Maximum Reactions Note:Only non-zero rea dons are listed. X-X Axis Reaction k Y-Y Axis Rea n Axial Reaction m-End Moments k-ft Mx-End Moments Load Combinat U @ Base @ Top @ Base @ Top #Base #&e @ Top @ Base @ Top W Only 0.196 0.196 a «!m -0.196 Sketches ( Load 1 § , . +X . . 0 RIri : < ) j • � . � . ) k } : 1 } 1.5 h _ \ . { { { { § } \ z \ 15895 SW 72ND AVENUE,SUITE 200 < PORTLAND,OREGON 97224 TEL:503.226.1285 FAX:503.226.1670 E-MAIL:info@cidainc.com kdd Iqo z, 01 KlI=H PROJECT NAME: 1 �� d PROj.NO. SHEET SS / I110 TITLE: By: ✓l,C DATE: 1� lo{ • I • 1a - � (to h` "+ — -- - — • —;— i , _ • H • - 0.4 -0) ( ig,(11--r-f--) z :1 (o,427-(4) iti Z, -!.17-:+4."1 1 , __ I � © ,r l 7 -F 1 eLor v r-oo(' !i\ • - • ILI+— avG' rzr l, c rT _ , Ilt (, ,1 . i 1 1 :"....- 1-'141-4., 7 :' -H7 1 . T 3q - t Q 1 FP j ( � �� ( g7 � �b Y_ 5 �h- asp i • • • I,t. ____ -- Sio Qk In 3r� i___. — • _ T 3 N 8d GV�C�1�4 25 —I - — - ,x - — --- r -I - • L .__ _ �_ . T-. • . f I1 f d _ __ —. . • — I. 'III y- :. T--. T —T. I I _ •: _ . .„, „. -..... .. . . . . . . 4 15895 SW 72ND AVENUE,SUITE 200 • PORTLAND,OREGON 97224 TEL:503.226.1285 FAX:503.226.1670 E-MAIL:info@cidainc.com PROjECT NAME: Kielci T. .3ar-cl PRo;. No. 1 9 0 ( L-i 2 ,01 sH E 7' WF5 TITLE: BY: 5g.C DATE: IL iNic) . . . .. . . . . . . : • . : . _ 6 N,\: ! ON"epetp vi . r • • 14/N ' / , • . •: ..r.: . . . . , . , , . 1 L L. i 4 , ' : 1—., . . . . : . ! ! ____L !+ c4k1 ea' cape+ ! nclst______Alf. i4-4! f-' 1 -rffl'i 1-. i . , . . . . • . . . • : , : . . : . . . • . . . , . . . . . • • . . . • i . • i vt, i i btizte. a, , 1 tf # ! - 1 + l I 0) r•-' leg 0 p .F7 !k5D 1 leet.)c4rci !oacV i : E 1 i !, .._._:, ! 4_ , , . , • A , —t.._ , , , , . , 1.,0, : ! cil ) OH, 3 ps"'- )(1 .00 -fr Z1,W) - Zi5 3 0.F ' kD ' \' 'ci(-11Act/c1 ' /oot. . .._ .H. . .....,____ ,._... __4 __—_. , _____.4_ .._____ . . • . : • . . . . . , . . . . . , .. . . ' • E i I 1 . . . . . ' . • , . , i • i . -H- i • . -i---- t -1- :-, ] S.4'.)1;4( • ,•' , , ••.' -4 ---. 1--- -.---- -) _;_ ) ! • : • , • • . .•• , _ . . • : . . : : ; • ! : : . : ___L__ -7- 7 -1-- . . . 1 . . --1— 4.------ '1: • ' ' ' • ,.il 1-------- --t" --1-. f----- —t -4-- : • --H , ---- -7- , , , --L-- 1-- ; , ' 1 , 1) 1 1 1. I !Mi:,4a% 1, klerft*Ojel L I:004 +0 17.rc0--' • .4,__, • "4 4 4-4_ , , ,— . , ,- ,i : : : , : ! , , : , ! : : ! : ! : •:' : •:' . . • . . . : • : ! ..________r___ .7_____ _.1._____i ,.... : : 1 , ' L'2'6 3 si-.)-k - D,X : • , 1 --:,, ! 1 : , : : . . .. . , . . ______ 1 , . . , . : • : . . . , . , , , , J , , r- ---- --h --- -1- -!: : --- . --- 1 ; 11 q"‘o " lb ( , : : ,,,„6,, , , felee 51 I 1 1 1 Z-: :--- 1'7 7 1 b I 'a ' 1' ' 10etO' 4t. b ' - i--- ' ' :, ' , --!---- ' --- 1------- : , ---'i---- - - !--H , . . . . . . • , , , . : : • : , • , : , , , :'.I L !---÷ ----' -- ---' ,,- .' ',--- 4 . ' ' L. 4 : . • t 1, ! --1- . : ' ; , . • • 1 1 . , 1140 19 0 =A q! I b 'ftecln 1 1 . , . : ---r, , r • . ._._ 'Li 1 1 I 1 1 I : : 1 .....___ --, i ---f-- --h— : —1- i ----r- . ! -..L , !._ .4... .„___ i LII , , ! ! ,, :A' LI • OIC ' --4,7 ' '1-1(d5 ' I !!e. ,,..ck .! ': ' ! ! ' ', ! ' .! ' : ro i -....,--i I- - :-H- ; , , ; -,-- .,--H; -- 1 ' 1 H ! ' ___ ! ___ 4 ,,__I i____, 1 _ ,____ _ ___„.. 4____ ____ ! . . . -t-- H,-- 1. :,--•-i---i ' -4- ' -- - -',----- - - . --'h- ! -J. ___4._ : - 4_ ____4 , ...44 ! 1 , i,, 15895 SW 72ND AVENUE,SUITE 200 < : ,i. ,LH.7,,,,, PORTLAND,OREGON 97224 - _ . ,:-11*.; TEL:503.226.1285 FAX:503.226.1670 . • :A, E-MAIL:info@cidainc.com PROJECT NAME: 166.161 're 1-8av ci M OI 2, 01'4 Pao,. No. SHEET ..'1 W TITLE. Br: DATE: ii . . T , . : ,• :• — . . ! i ,•. , . .. •. , .• . . . . . . . . . , , , , , • " Co• / .., 1 .• , °vett-- ,o. _L____ vi-af_ „ _,r^1.1"_).6, 4•44 •., ' i 1 i 1. 401 I 1 L . , , 1.1 . 1. j_,. !____41 ' 1 kcr w , IVY\.01,X SneAri er 1 , yr,,raCe„ Coin rie-CliDin , 4z: rtOof , • I 1 ' . _____,_ i „., !- 4-0-1 I 1 si7 1 . .. 1 . , /-' = cp4i lb (..?..- ' s i :Max -cif,5; ( ' ' ---1,-- --. , ____7.44 e.str: ___J _t___E____; , 4_ , , :riN s _ , • . : _ ._ : 1 „ : , : , , :,_ , ,,s,c; ., 6i.,ca, -. Y4! ii (,)/! ,“)1Cf!! SCAPn-JH 5! -701c ' .. /f !' Z4-10 ill -1, --" 1---e 1,— , . _ ! , _.,. , , , „ , , . . , ii . , . 4 ----i--' - i ---!-- : ! ------ . . ----.4— ' , . . i i 1 : 1* :• i (IL1 0 1b)( V40 ITC ' I 77t,t0 . ._ _ ! :. : , , : . : : : ' 1 1 (!&410 :lb)Ce°5 2 Li 5,c 4' ( V4 0 I b , 5;:k 2 i'l 5: : ,! : —4 .-----4- --i-- ! i : " : ! ! : ; ! i : : .> , 114‘411J7 1 ! ! : . . 40 4:;. , • , . , , , „ , , . , „_, ___,__ —_-__ ___-__ • -7--- ! 1 73 _plc) - (-04(1, f.5-0 - ---- ----t — -----._ , , , ____,_ ,r_ , , . , . 1- 1- . ,, . : • • . , . . , li , ___L ____I ' , : . i , . , 1 ! i I i ! • , ! ! :, H S S ' - 0L.--,-' --t--- -J, ii: " : , • , I ! ! : 1, ‘,( 34'1 5 I,07CZ-- 4,7 A ' - zo7 pV ' J ' ' ' ' q 1 1 i 11 i i ,,, I --L- -L- ! . • . I i if. • . ; : . ____ .. : .--, 1 ii ; - -1- -----1 1 1.; : ' • 1 -7- ----- - --'7"-- 1 : 1 ; -7 --1----: J-„, : i : , , , : • 11 : : , , , : : : : , . ' " , : I , -- ----,---- -- --i- --H 1 " : , , LI : , ------ h— 1 ! _' ! ! ! i ---- , , _,..._' .___ ___,___ : ! 1111 ! --4---4 ! " -- ' ! j - -- - ! t ! ---i---' , ', ! -I, ______ , H. #1 ll, . I , : , : . : , - - : - " __. , 44 4,4 . _ , i , „ . , , : , 1 , . I . '', : _,-..... .-- 15895 SW 72ND AVENUE,SUITE 200 PORTLAND,OREGON 97224 TEL:503.226.1285 FAX:503.226.1670 E-MAIL:info@cidainc.com i . - ridci-t• -r,Tici 1 q 0 k z., 01 0=7 , .. . .• PROTECT NAME: PRO;.No SHEET 6 W ' TtTLE: By: Sg. C D AT=:1 I it'l/ZiV . ._ .., • i _ ____ _H .1_ ....-___i. _4_ ___4_ _h___ , , , : _ ,..__;_____.. ' s 1 i Glreti2 -V 1 D': CcIal a i 0! oi ! rior4.-Hilis+' n'or4edth,44- 1 4. so,)1416-1- , walk ! . •-, r , i . r- , — , 1- , . . —1—• .7----, , • •I . . , - , ' ' . ---tp- . : , , , ,i , , . : • ! ! ---1 . : : ' -, , . _ . , , , , ! . ! • . ! , i , • +., • _____, • 1 •,-! 111 , 1 o ,I.A.ihs , a , ! 1 , on , ...;-)( I 5+U , ! i ! 1 1 ! : +ry —: ! ; - -4— -- - --- , , , li ! — . c ; ;' ' ' ' ' i .4..")0: I ; ' , i•, _ !,,, : ! ; ! ;. i !. , . _ : :;,. ! I ' I ; • • ._,___". ; • ; , : . ; . ; , . : , , , ; • : ; : , I ; ! [ . • f!i • 1 1 ; 0 M I (51 51 i rd4 '-'!1/3 • 0 " " I 1 I", I I -,- I I ; 1 i • 7: b (,'‘, ,s' ,$) 0 Si' ) '- (1-I &-Crl- tr\) b. , 1 , , 4 ! . i-- 2,! , 42 1 ii 'i n — . ' ' , i , : _,,. 1 , : __t 1 . . . . . . I , , ! ! ; , : , , , , , ! ! : ! .,-- -----4. , , . --------,-----,--7 ! OM ti ( Li:cot! ibtl." 6 ?75 / I ; • 1ti - P-43)-- 1 . _ , : , ; t_, , _ ; , r ! . ___ _ • ;! ___;___ , _____ 7... i , • (2:5 S s.0(1, 67 f-0(2. c4--) /4 ' ! 1 t up_ ; , 1 J_____ , i: ., . 1 , _h_ : !i• i : , , - 1 1 . : 1 ! : _,_ , , : -----;- : .--- :: ______ ! _i_ : • _____;_ _......_ , i ----- •4....._ :--._. 1 1 i ' 1 -.-'.-; ) S I ! 1 )b ;ri: 1 . 1 1 1 Oti --11gle : lb " .-, --* 17 _,-2H, S01,- 6 H „_. . , _____ ___ __ li I i ' : Tr tr.. 11 AL a: i L i 4: : :---iice 1 : iti r , : s : ! : : / rN \4‘ ' - '51-1 • ' i _____' . • . , --4— , i . , -- _ _ Ill 'f 1. -1-- 7 lb 1 1,,,,t) si,h1,,,,,,,. , ri, L . , . , „ , __„_____, ._......._„ , _:,_ ±____: • , , 4 _ IO,d „„,,-;:,14_1 : _1 ___i_ ; _1 __ ! , i _+__ ' • , 1 : r:‘1.--4.--L --.- p ; -- : ' • 1 1 1 : , 1 ._,,_ 1 ____4 , _-__ . , ;. ---- I ! , . • , _..-- k___ 1 !, 1.____4 ; ' H_ ! N) i- , ]t, i i .... i ; i • LI 1 1 i ... , ,,, 1 ' 1 VI\ 4-5C- ..vd4.-) ii$ lor—eavo pj 1 .,'" ! 451 'frti) ' , ._._•,__ . . ,, ._,___. ., , . , ,___.r. , ____ ___. ___,.. . , . ._ , ! • _, , : ,..___: ! , , __, , , , 1 ,-. I OW I-- -(i C. p4)--( t -53 f ' 2 0 -4-Y-7, 2,___7" [3(4 _'16 - . . ' --ff 1 . , ,_ , 4. C i _ _ , — _ , ,., 11 : .. ' ': ' 11 . ----- tt,,110 : 13, --,'.fl ' 5— , , __,4_ , , __,.....„ ...,_5 _..._ „ _ ....„ I . . ,.._...j., i.....: !lin !. , • , : , , „,„ H._ ._,_. ___4._ , ._ _____-__,,. . ...,___.•Iii ___I ____t - . _j____ . 1 Ih I 1 I I I 1 ; , I I • I I ; I ; :: ,__ -4- --i----,_ -41-- -,-- i --- - _T _,... __ -'•• : • • : , , . : . : : . : . -I- ____ ____:._ --- • ----.7 --I--- -1---!: 1 I 1,1 , : ; I, ' . ' : -I----,---,- : . -- ;•--; A , ; I I I 1 [ [ ! , ' ' ! ! : i • • I : ! , I ' I I , : ! q. •i-----I--1-- I i i - ! I , , , ---7 ; . 4 I I . , I ; , , . 15895 SW 72ND AVENUE,SUITE 200 PORTLAND,OREGON 97224 < TEL:503.226.1285 FAX:503.226.1670 E-MAIL:info©cida`inc.com i{ 1-- ! ;li K c1j, e �-,ca(c( Paoj.No, ) F � �� Z .o� Wrg V B, Sg r 11/u zo Time: : r T p . r ) _�r �ea� 2 ---7 A.L'! -'-,-'.,- r C7 .-0)- (7 ,4:7! -(4). ---- 1 11:67 -r4-.'!'! ' ----4 ' „.,„• _ ' f� py6 ( i�lps ) p,g44- Ip �Z' PS • A-S D )cGwc�r Qc� -w I I � 611 + Z� ►2) i4.Li! ps.rSD wai1 d s , _ - -4- -: f. r., - - _ - ,� — — -- -- — rax ko� 1 !Cad 4-0 brace ' Ii- y_ z�,N psi C / _ � rr L ' , ,- (i 1 ot ', --0c-i.- T r4) , - „3 I 5 tI9 , --t-A D 1 . • • y � _ o I +Ins a c• � • I (ZIv ,� lsd va seL �1, - - T - .._ i — • i1 i -_ T t _ 15895 SW 72ND AVENUE,SUITE 200 1 Q PORTLAND,OREGON 97224 TEL:503.226.1285 FAX:503.226.1670 E-MAIL:info@cidainc,com PROJECT NAME: I dde -rIu a{GI PROI.No. O t { ,0( SHEET "_.E cr_ TITHE: Bv: 54 c DATE: ( i/q/{�O N:- ,__... . ONlier .41, liett_..1 _.e 61 Mr+ , A i ' :- -- 6ear gG On -I rCi � � r a a a [ o r,i __ • ( q 50 10) ! 5 I' — • DO � -sbs ►b { t D z4J6 f} • — t CG � Tvo b% • • • • (..' ) 1 9 i pW) -' ( 0,42 (1-6,, ps-a( 6 -(4) , _L_. : , • . . ) r- zi2 , 'I.. 6(TY-I:5 , Q/: (zi 4: 7 ,0-• 7 , - ',--'14 c' , f' , : • 1 IL). - lti. T ( , , J - - a_ r— • ... .. .. . ...,.. . _ . < 1 15895 SW 72ND AVENUE,SUITE 200 PORTLAND,OREGON 97224 TEL:503.226.1285 FAX:503.226.1670 E-MAIL:info@cidainc.com PROJECT NAME Kictel T-'16irci PRO. NO I q o[ Ltz.ot SLEET ItUF/0 TITLE - B : 1 ! ! • ' ] ! -: , . • . ; . ; . :;• ! i i ! I 1 I i ! : ! ! ; ; ! ; ! ! I 1 , : i i ! 1 , ; .... _ 1• i'• : ! ____JOsir 1 4 k„,),N-1001,„.) , i v--. 14 6 --a-,...$ __ _ __ , L___ _-__+__ .:__ E , _t___ . ,,_ _,_ ..i , , ! : ! .::,.. , , ' : ' ' ' (A),4_, - (1s. ps.e ( 3q ' .r.,k/ ,) 4-('• Z P 05-r)( )S -P4:__ i I 4 1 i • : ] iiii ! , , , , - -H --,--- -,- -,--- - _ i , ---H-- , , -, . —,--- i , i , : 1 - --,,- i i :t. , • - , : , : , , _:__ , . ,!'i !i ---4',---'-!-• --Hi-, r, T ---- -4F I 6: T-. - --1---- .! C .----., - — - _ ___ r , -, ---, ' ; ' , 1 . • ' . . ---Ti . -N-.... Li :-7,5 pr---E , , 11 III ! ' • :AIJ 7:- ( 5 i2.51'F),( 1 , -64-(z/L- , , „ , , , ts.___., , ____ .„,. • , „ „ : „ , , , , . , . . .. . : . . . . . : . .. • • . . . 5 v" i . 1 • , --- , , 1 „ . . , . ; , ' ; 1 ! • ' • ' • ' ' ' • ],,, ; • ! ! : r ! . ' 1,' • , A52 j !1111 ; ! 4_ , ___4, .___h_ LI r-i-----H I 1 ., ' i ' I --, • -., ,- __,_ , . rif ), " :e.' „ ! , i 1 ! = . ! re,`N6X : ; , (., ,_(.0? , , __„_, , _____ : _ ___. , . ._, ic , + . 1, 0 O, 5 5 . .4 ,1 t 1 c zo -22 ) 1 , i , , ' , 1 , , r ! i 7---- t/No,A,) 11-0(?-__ r_H , ' 1 [canopy 1 _____ 4, • i ' 11_412.ev,4_ ! ' _ ___ . . , , , --1----00-0 (li 1 , i ' ! • , • : , _._ _J,___ ._, n I_ ; ; , ; ; ! , ___,_ • ___ ; :,--•-7- 4- 1—• , , , , I . 1 i • [ I' 1 1 I 1 ! ...•.4•''' '77)' C2( 1 c* 49- pv ,+ Pi 7 3 p!l-c, -z...7 Sq1-7. p, ci I , , , /I...) e^ !r)( 2 W,c4' • + 3 5 -C 2- '— l'reo: q f . • • • 6,-...) 'ilei.r. 1 ...? 1, ! k ! . ' 1 ! ! _';___ ! ! --L- 1 11 H• - ''' -.1-- . i •---1 --j- : -1 . ; , -----i- -, ---!-- i ......7, ...... ,,_......„: : : ' 1 il\iye ' A ,c....);\16*,0L_Js'' i i , '• , (--', - i (0A i. 41-- ' _,___. 2,___ 'i ____;': I ir• ,_ . 1 , ___i__ : ! L_____i__4 , , ._ , _.1.---k 1 ---.1- --h i . . ',•;,-, ! I ! .56rei4._ito'oratil±,c5 ' dcor ,* c,-)!Nr‘doGii, ' ' 1 1 1 , 1 ! : ii , „-,,,„, , • , ) , , 1 ___„, ___i__. , „ ,H__, , --1-1 1:1 i h t__ 1 , I 1 , ! , , ,, ,__ -4-----„- ; • : , : -7---H , r„ •---- 7 -- I - i (5) i k 6 .A 1 SeC- i7,4',1•N 6,4-i- .: L• ' 1 1 .j___ ' _L _L__ . --,-- . Project Title: w 1(t Engineer: Project ID: Project Descr: File=E:ladcaddl1910142.01 Kiddie Academy-Tigard\Boones Feny\Structuraltcalcs.ec6 . Ood Beam Software.. t ENERCALC,INC.1983-2018,Build:10.18.11.30. Lic.# : KW-06006865 Licensee : CIDA INC. i Description: Header-Doors-Window CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set:ASCE 7-10 1 Material Properties Analysis Method: Allowable Stress Design Fb+ 2,400.0 psi E E.Modulus of Elasticity ' Load Combination ASCE 7-10 Fb- 1,850.0 psi Ebend-xx 1,800.0 ksi Fc-Prll 1,650.0 psi Eminbend-xx 950.0 ksi Wood Species : D F/D F Fc-Perp 650.0 psi Ebend-yy 1,600.0 ksi Wood Grade :24F-V4 Fv 265.0 psi Eminbend-yy 850.0 ksi Ft 1,100.0 psi Density 31.210 pcf 1' Beam Bracing : Beam is Fully Braced against lateral-torsional buckling :i D(0.486)S(0.425) e 1. i 5.5x9 144 Span=9.50 ft d ll ,,,,Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load: D=0.4860, S=0.4250, Tributary Width=1.0 ft DESIGN SUMMARY Design OK Maximum Bending Stress Ratio = 0.602 1 Maximum Shear Stress Ratio = 0.364 : 1 Section used for this span 5.5x9 Section used for this span 5.5x9 fb:Actual = 1,660.96psi fv:Actual = 111.03 psi 14 FB:Allowable = 2,760.00psi Fv:Allowable = 304.75 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 4.750ft Location of maximum on span = 8.772ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.205 in Ratio= 556>=360 `I F Max Upward Transient Deflection 0.000 in Ratio= 0<360 ','F Max Downward Total Deflection 0.354 in Ratio= 322>=240 Max Upward Total Deflection 0.000 in Ratio= 0<240 'd Vertical Reactions Support notation:Far left is#1 Values in KIPS ji Load Combination Support 1 Support 2 Overall MAXimum 4.327 4.327 Overall MINimum 2.019 2.019 +D+S+H 4.327 4.327 D Only 2.309 2.309 S Only 2.019 2.019 I,11 Project Title: iVi,1 1/ Engineer: Project ID: Project Descr: File=E:ladcadd11910142.01 Kiddie Academy-Tigard\Boones Fer y Structurakales.ec6 . :NoOd Beam Software •. .,htENERCALC,INC.1983-2018,Bulld:10.18.11.30 . Lic.#: KW-06006865 Licensee : CIDA INC. Description: Header-Door,windows at entry CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set:ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb+ 2,400.0 psi E:Modulus of Elasticity if Load Combination ASCE 7-10 Fb- 1,850.0 psi Ebend-xx 1,800.0ksi Fc Prll 1,650.0 psi Eminbend xx 950.0ksi Wood Species : DF/DF Fc Perp 650.0 psi Ebend-yy 1,600.0ksi Wood Grade :24F V4 Fv 265.0 psi Eminbend yy 850.0 ksi Ft 1,100.0 psi Density31.210 pcf II,' P Beam Bracing : Beam is Fully Braced against lateral-torsional buckling ,1 1 r D(0 597)S(0.469) o i 0 v a a 5.5x6 II 1, Span=6.50 ft II H-- i i J Ijyi,,,Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load: D=0.5970, S=0.4690, Tributary Width=1.0 ft ° DESIGN SUMMARY Design OK Maximum Bending Stress Ratio = 0.742 1 Maximum Shear Stress Ratio = 0.438 : 1 1.i Section used for this span 5.5x6 Section used for this span 5.5x6 ' fb:Actual 2,047.20psi fv:Actual = 133.34 psi FB:Allowable = 2,760.00psi Fv:Allowable 304.75 psi Load Combination +D+S+H Load Combination +D+S+H 1 Location of maximum on span = 3.250ft Location of maximum on span = 6.002ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Il Maximum Deflection Ratio= 448>=360 11. Max Downward Transient Deflection 0.174 in Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.309 in Ratio= 252>=240 Max Upward Total Deflection 0.000 in Ratio= 0<240 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 3.465 3.465 III Overall MINimum 1.524 1.524 +D+S+H 3.465 3.465 D Only 1.940 1.940 S Only 1.524 1.524 f(I Project Title: W/' 'r�� Engineer: `\ Project ID: Project Descr: li File=E:Iadcadd11910142.01 Kiddie Academy-Tigard\Boones Ferry\Structuraltalcs.ec6 . ,NOOd Beam Software..s '.ht ENERCALC,INC.1983-2018,Build:16.18.11.39. Lic.#: KW-06006865 Licensee : CIDA INC. Description: Header-Type A Window CODE REFERENCES l Calculations per NDS 2012, IBC 2012,CBC 2013,ASCE 7-10 Load Combination Set :ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb+ 900 psi E:Modulus of Elasticity Load Combination ASCE 7-10 Fb- 900 psi Ebend-xx 1600 ksi Fc-Pill 1350 psi Eminbend-xx 580 ksi Wood Species : Douglas Fir-Larch Fc-Perp 625 psi Wood Grade : No.2 Fv 180 psi Ft 575 psi Density 31.21 pcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase D(0.486)S(0.425) d 8 b b L, 3-2x8 eltill 'J 1411?lh'i i Span=6.170 ft 1i l� Le.,Applied Loads Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.4860, S=0.4250, Tributary Width=1.0 ft DESIGN SUMMARY Design OK Maximum Bending Stress Ratio = 0.924 1 Maximum Shear Stress Ratio = 0.506 : 1 Section used for this span 3-2x8 Section used for this span 3-2x8 • fb:Actual _ 1,319.60psi fv:Actual = 104.69 psi h FB:Allowable = 1,428.30psi Fv:Allowable = 207.00 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 3.085ft Location of maximum on span = 5.585 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.096 in Ratio= 772>=360 Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.166 in Ratio= 447>=240 Max Upward Total Deflection 0.000 in Ratio= 0<240 Vertical Reactions Support notation:Far left is#1 Values in KIPS .i Load Combination Support 1 Support 2 Overall MAXimum 2.810 2.810 Overall MINimum 1.311 1.311 j +O+S+H 2.810 2.810 D Only 1.499 1.499 S Only 1.311 1.311 Merv' Project Title: Kiddie Academy-Tigard � '(l Engineer: - Project ID: 1980142.01 Project Descr: i File=E:ladcadd11 9101 42.01 Kiddie Academy-Tigard\Boones FerrylStructurallcalcs.ec6 . NOOCI Beam Software.., 'ire ENERCALC,INC.1983-2018,Build:10.18.11.30 . Licensee #: KW-06006865 : CIDA INC. Description: Header-man door CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set :ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb+ 900.0 psi E:Modulus of Elasticity Load Combination ASCE 7-10 Fb- 900.0 psi Ebend-xx 1,600.0 ksi i Fc-Prll 1,350.0 psi Eminbend-xx 580.0 ksi f Wood Species : Douglas Fir-Larch Fc-Perp 625.0 psi Wood Grade : No.2 Fv 180.0 psi Ft 575.0 psi Density 31.210pcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase r D(0.486V(0.425) $ a I I 3-2x6 Span=3.50ft II • s Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load: D=0.4860, S=0.4250, Tributary Width=1 0 ft I DESIGN SUMMARY Design OK � : 1 :Maximum Bending Stress Ratio = 0.47T. 1 Maximum Shear Stress Ratio = 0.348 ff Section used for this span 3-2x6 Section used for this span 3-2x6 't fb:Actual = 737.83psi fv:Actual = 71.94 psi 1 FB:Allowable = 1,547.33psi Fv:Allowable = 207.00 psi Load Combination +D+S+H Load Combination +D+S+H `` Location of maximum on span = 1.750ft Location of maximum on span = 3.053 ft if; Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 1 it Maximum Deflection Max Downward Transient Deflection 0.023 in Ratio= 1848>=360 '! I Max Upward Transient Deflection 0.000 in Ratio= 0<360 I Max Downward Total Deflection 0.039 in Ratio= 1069>=240 Max Upward Total Deflection 0.000 in Ratio= 0<240 i 1. Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 1.594 1.594 Overall MINimum 0.744 0.744 +D+S+H 1.594 1.594 D Only 0.851 0.851 S Only 0.744 0.744 , . 4( • - - . •••- 15895 SW 72ND AVENUE,SUITE 200 PORTLAND,OREGON 97224 i TEL:503.226.1285 FAX:503.226.1670 E-MAIL:info@cidainc.com .., .,,,,,,,, 5 PROJECT NAJ,E, K!,,I CIA-A A i C..." l'-‘-10 I cl F;=.-.-. it..,.._, 1 goiLl 2 .0( SHEE' Vf TITLE: B,. : g'C DATE: 1713/Z6) .. . : • : • , : . . . . . : . . . . . : . . : . . . . i I . . i : • . : ; 4 :----4 ---, t- -t-----: ; ,• . • . . . : : ! • . . . 1 , . ... 1 . . , i ' 1 .• . . . ; . . . . .• . 1 1 i: : . . • . , . __,___ . : . -_____J • -' , ,.... • .1 ,i ,p• , , . . . • . 1 ' 4 : 1 . : . : . I : . ; .• •: . . Vki V,j.4) La.)a 115' ' . : •. . .••• . . : ' • . : N • : . • -t— ] • ------ -- . : : . . , __,.. : . . „ : . — • : • : • . 1 : , , . .I. , 1 1 . . : .•• . 1 , , 4 . , 1 , H I I I :---• ---I-- I ------I--• I - ! I -----1--- ,A , I.- :..- (ZS p ''!,) Li! 41;'I'/) : I : i . . : . I ' . + • . . • . : : : • , I ' -,-- :-- 1 . I Z 14-ert , i, , , I (A2Lot ' , :,ofe0„,2 .5 1 . , 1 , : , . . . , . . : . • -4.-----! !. ' . : . . : • . : ,...______,___,....____,.. , : , .._•_ : . . : : . • . , . . , • . • , , . •. _ . . . : , : ____,___, ____, ___ ,_ • , I , . : . . .• ; • . , . •. : . . •,._ .__•_._ .,.._. , 1--- ; ___ ___. , . : . , : . : : : _,_ . • , , ,., „,„;,.., , : • •. . : :• . : .; . ; . .•• . .•• .• : . , . • . . , 1 : ! -I- ' 1._____!.. H__.......!---. _ ! ; ! H____ , ---.4.---,_---, ! I •. : ! : ! j . . . ! ! ! . : ' : j : . i I : . : --j- i . . : 1 . . . ! . ! . . 1 . : , . : ! : , . : . . : : : . i : : , !--i---', , , j -i---j- , ! ....4 1 . . : • 1 : : ; . : . 1 . . : . . : i , . : . : . ____t _f_._ -I -4- ; -1- : . : -.--- -4----E -t, . __,:____ . 1 I 1 . . I ! ,• ; — ; Et :---4 1 --t- i ,----. ---.- ; ----- 4- --;—4- -4 ,. : . . ; . , . J:.- EI-• ! Jr.-4 ' : -H- 4 -1--4- i. , . •-; •: . . . . , ---I _ __I...._:__ _h. ,• I . . • • -4- ; : . ' . . : . I ! : : . . 4::: . • . : I ; -I-- . -4- , • ; -4-- 4 --4- , -- ' 1.. -4- ! , ,....: . I , E --H 1:----1-•--4- : • _____, , : . : •. . -- -E 1 ; : -4 --4. . : 1 . . — . . . , . I • : . .• . 1 I . -44- ; •. ______ , 1- --.-•-4- : • : _ -... . . i --,.-- 1 . ; • ; I , . . •. . I 4-- I -I- . • • . : .• , • . . : . . '----: . E -----H-H . . _ _i_____, E—I- . ....,_____.; . -- - , .• . i . . . . . : . . . : . . . . : • . : : I . . • . , . • : • . • . • . : ! : _ i • : . . : . . . . . ; ._____. 1 ; . 1 . : . 1 : - 1 . . . , . : : . 4-H-- : . . ; --- : 1 : -, . .•• : : . • : . : . : _ : •:--4 : ---Et--; i -1-• , , : . . q i • . • : : .•• ____ I----,_ _,____._..t.____ ..;___ : 4-- ; _____:___ .__ : I . . . . : 4,• H•-!-- : . 1 : . : It - .---H : : , _______ _ L--I- .1. i • ,______, • . : , . . I • :- , . : , , . . „ . 1 Project Title: Kiddie Academy-Tigard Engineer: r Project ID: 1980142.01 Vv` ((p Project Descr: File=E:\adcadd\1910142.01 Kiddie Academy-Tigard\Boons Feny\Structuraltalcs.ec6 . Nood Beam Software..wie ht ENERCALC,INC.1983-2018,Build:10.18.11.30. Lic.# : KW-06006865 Licensee : CIDA INC. Description: Header-NW&SE Walls CODE REFERENCES 11 Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set:ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb+ 900.0 psi E:Modulus of Elasticity Load Combination ASCE 7-10 Fb- 900.0 psi Ebend-xx 1,600.0 ksi Fc-Prll 1,350.0 psi Eminbend-xx 580.0 ksi Wood Species : Douglas Fir-Larch Fc-Perp 625.0 psi Wood Grade :No.2 Fv 180.0 psi tt Ft 575.0psi Density 31.210pcf If Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase D(0.198)S(0.025) `..' d 8 b 8 d 3-2x8 Span=9.50 ft 1. ,..m.s,Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load: D=0.1980, S=0.0250, Tributary Width=1.0 ft DESIGN SUMMARY Design OK Maximum Bending Stress Ratio = 0.608 1 Maximum Shear Stress Ratio = 0.234 : 1 Section used for this span 3-2x8 Section used for this span 3-2x8 fb:Actual 679.93 psi fv:Actual = 37.88 psi FB:Allowable = 1,117.80psi Fv:Allowable = 162.00 psi Load Combination +D+H Load Combination = +D+H Location of maximum on span = 4.750ft Location of maximum on span 8.911 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.100 in Ratio= 1140>=360 Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.260 in Ratio= 439>=240 Max Upward Total Deflection 0.000 in Ratio= 0<240 i ,li Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 1.059 1.059 Overall MINimum 0.119 0.119 +D+S+H 1.059 1.059 D Only 0.941 0.941 S Only 0.119 0.119 Project Title: Kiddie Academy-Tigard Engineer: i t Project ID: 1980142.01 0 k 7 Project Descr: File=E:ladcadd11910142.01 Kiddie Academy-Tigard\Boones Ferry\SlructuraPcalcs.ec6 . Nood Beam Software•.. ht ENERCALC,INC.1983.2018,Build:10,18.11.30. Lic.# : KW-06006865 Licensee: CIDA INC. i Description: Header-NW&SE Walls 1 CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set:ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb+ 900.0 psi E:Modulus of Elasticity Load Combination ASCE 7-10 Fb- 900.0 psi Ebend-xx 1,600.0ksi Fc-Prll 1,350.0 psi Eminbend-xx 580.0 ksi Wood Species : Douglas Fir-Larch Fc-Perp 625.0 psi Wood Grade : No.2 Fv 180.0 psi Ft 575.0 psi Density 31.210pcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase iiti o D(0.198)S(0.025) b 6 o 6 3-2x6 i'llt•I lij Span=5.50 ft F , `wiii,v,Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load: D=0.1980, S=0.0250, Tributary Width=1.0 ft DESIGN SUMMARY Design OK Maximum Bending Stress Ratio = 0.327 1 Maximum Shear Stress Ratio = 0.171 : 1 • Section used for this span 3-2x6 Section used for this span 3-2x6 fb:Actual = 396.00 psi fv:Actual = 27.70 psi FB:Allowable = 1,210.95psi Fv:Allowable = 162.00 psi Load Combination +D+H Load Combination +D+H = 5.058 ft on span Location of maximum oc 2.750ft j1 Location of maximum on span = = Span#where maximum occurs Span#1 Span#where maximum occursSpan#1 Maximum Deflection Max Downward Transient Deflection 0.026 in Ratio= 2565>=360 Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.067 in Ratio= 988>=240 Max Upward Total Deflection 0.000 in Ratio= 0<240 I Vertical Reactions Support notation Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.613 0.613 Overall MINimum 0.069 0.069 +D+S+H 0.613 0.613 D Only 0.545 0.545 S Only 0.069 0.069 i .. ..., , ... , _ •' • .'• 15895 SW 72ND AVENUE,SUITE 200 . • PORTLAND,OREGON 97224 TEL:503.226.1285 FAX:503.226.1670 111111 - E-MAIL:info@cidainc.com 1, q 0[ , 4\)*r IS . PROJEC- NAME: 16., k61 ,..„-c -r-, ,r d PROj. No. LI 201 S--iLE7 i v -,, TITLE: DATE: 17/21e0 r, . • . . . . i - : , 1 1; .1.1 • : l• • . : _T: _ _ :_ , _______r___': i.. ; _____ r,;." 1 r Kr 1 r" 1 • > 1 SsVn . , • . , : r • : , ; , . . . , • . . . . , il r ,'. . 9 il y- ivletK ! . op ein At-k3 't.,-),,I at) ; 1 1 1 ; _ „, 1 i : i . , -;---±-,- ,----, , ; 1 • , , i' ll . , , , , , , , , , , .4 __ , • : , ; ; ; , . - :,.... : A _ - (16 6-7 !C+)(9 33 'f.r-ti +1 111S3 ..(74) /i! ! Si c-I-1 1 , ! ,i. , i r : : : . , , ., , ii , : . , : , „ , ____ 1 -71 : 1 : Ii ! i ' . . . . . , .1 1-. (NI -"Z.. (..' \ f i lel/ ' it il 0 : 1-7 el , ..t. , - : p,,,-1 1- ! i, -3 p51-1) f , 4..A.9-, !--it,...3 , - ( t, y • p$, rl „ : , ! , ! • • • ----,---- . . . . .. . ,, • . 1 • ! • - . ! , ! , ..L__ : 4 . • i- (//1119.Si .0 (/ t 3 .=.-i I z pl7c I ! E : . , ___L___ ! ___•,_. 4 44____ 4 , , . • • , ! ! --r , p 07' di s:, ) (7i;, t--r_c4 - ar . ..0„,/z, (!cf t35 .(4-(,); = '59*! Aeo,Fder, i , : - , pH , 1 : , , , , : . , , , 07, Y e 5 4?---i -rF() (C(•53/0) ----- 13 :..5! 1 16, 1 1 1 , 1 ' ' ,• ,:!! ____! 2. , , . . , , :• , , . . ,. , ; , • , . , . , • , . , , . . , . it - 1 . . : . , : ! . - , _ . _ . : ___: _____ _, _ ., . ., . . , gr ti -Fil. 5 . . . , 0.4 (17, , ! ,,,s,r: _ 1ye.,), . ' i: . i ?, „ ! -1t)plA-1 4;bv., ' ireit47 ____6e/, ; ; ! ; ; t; t--- -t----H !-- - ; ; , ---;- , : _,_. . . r,. . --1— ; !) ! ! ! ! ((4 pl• -.**) (4.‘!' i (7 :19,5--(Tr- 7-. ) a : : tud i„,): 11 I....? , , 6.1-. s a cre, _ 0,5! ec+e•S -i'inis ! lf5 ----, - - [1:e ,',T ic-i- loczli nj -icr- .: ricaacrs q, F.J.N6 ' , ---i—(. :h : 1 -,',--4;, 1 ! ; __:___, • . ' 1,:r r 1 ; i I : 1 , r : t : . 1 1 , , • : ' r 1 r ; : . , • ' t • • ; ' ! ' co::: 1 I , 111 • ! ! ii ; ! , , li , i ; ' , : ! 1 . • ' 11 . • , . , . , . : ; 7 Project Title: Kiddie Academy-Tigard Engineer: \r',J r t Project ID: 1980142.01 y 1 "1 Project Descr: ri - File=E:\adcadd11910142.01 Kiddie Academy-Tigard\Boones Ferry\Structurahcalcs.ec6 . Nood Beam software co.yri!htENERCALC,INC.198-2018,BuiId:10.18.11.30 . Lic.# : KW-06006865 Licensee: CIDA INC. 1 Description: king studs-9'-4"wide openings li CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb+ 900.0 psi E:Modulus of Elasticity Load Combination ASCE 7-10 Fb- 900.0 psi Ebend-xx 1,600.0 ksi Fc-Pill 1,350.0 psi Eminbend-xx 580.0ksi Wood Species : Douglas Fir-Larch Fe-Perp 625.0 psi Wood Grade : No.2 Fv 180.0 psi Ft 575.0 psi Density 31.210pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase ii W(0 365) W(0 01YY(0 595) o .._ o o , a 3-2x6 , 1 li Span= 16.670 ft E ' t 'Applied Loads Service loads entered.Load Factors will be applied for calculations. Uniform Load: W=0.0120, Tributary Width=1.0 ft Point Load: W=0.5950 k @ 9.250 ft,(header) Point Load: W=0.3650 k @ 2.0 ft,(sill) DESIGN SUMMARY Desi•n OK Maximum Bending Stress Ratio = 0.470 1 Maximum Shear Stress Ratio = 0.086 : 1 Section used for this span 3-2x6 Section used for this span 3-2x6 a fb:Actual = 1,011.10psi fv:Actual = 24.76 psi FB:Allowable = 2,152.80psi Fv:Allowable = 288.00 psi Load Combination +D+0.60W+H Load Combination +D+0.60W+H Location of maximum on span = 9.248ft Location of maximum on span = 0.000ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.592 in Ratio= 338>=240 Max Upward Transient Deflection 0.000 in Ratio= 0<240 Max Downward Total Deflection 0.000 in Ratio= 0<180 Max Upward Total Deflection 0.000 in Ratio= 0<180 Vertical Reactions Support notation:Far left is#1 Values in KIPS 'it; Load Combination Support 1 Support 2 Overall MAXimum 0.686 0.474 Overall MINimum 0.686 0.474 +D+0.60W+H 0.412 0.284 D Only W Only 0.686 0.474 1 ji .. ..' 15895 SW 72ND AVENUE,SUITE 200 4 PORTLAND,OREGON 97224 ' TEL:503.226.1285 FAX:503.226.1670 E-MAIL:info@cidainc.com PRO',ECT NAME riddie 7.12irci PROj.No. 1 ci 01 Li 1, 01 SHEET 5 g C )Z,"0/e0 11 TITLE B : DATE! , .. , . .•• .•• ! , , ! : , .,• : : 1 : 1 , , •. : . .•• , , . . . i . • . • Ai , 4 --.-------,! : i Ip I [ : : . ' . . , i • 4.1 : .•• : . 111 --,---' , : : • I •-- : ci ....._A : : ; . 1 . ! I , fil X . , -1- _ ____ . ! ! . i . ! : . : •i I.--;______I _i ! : . . ! . . : . 'TV',!T: ! I :!'i 1 .q /1 ••- : .....1 .0..1[ •N ,1.)) (1 te..":: i in.)i 11 71 b Et 7, Kif lieN 1 , ' , : . : 1 . , . . : : • .•• , 1(6' : cla.V.. ! 0 -r•Y" ,, , ..• . , , i : . i .. • •r-: , i , • . . i . : . : . . •, (2) (,. I )'S (00 PkD-7(1 < 1 ( : o' C:i, irk...)‘' Z 5 & k or t:{ , ! I *.-- F : : .F! i : i : • F . I • F1 F I ----i -4-- - ---- : ------ -- --• I ---r i ,------, : ---- , I -I--- 1 i 'r--------1----I ,-i • . • I . I : ! . . ' ' -I---- ' --4- --1----t- „ , rt : : ! i ! : ! 1; .!--• 4----- - : ! ., ; --H- ---i—H; __• ! t'''-''; —11'1' -1-1 ::: ±...'. • ! : 1 : • : i . 1 : .• . . '.'" 7---1— • I t i 1 i [ i .•• . 1 . [ 1 : • 1..k 1 i I i • , 1 : 1 . . 1 . • . I i H------L , — — .---- 1 , .• i . 1 , . .• . I , i , 14, , 1 I i ------1— ..1.— ! .•• . I ------4— --- —__ . . • , . . . , . . .• 1 i , .•' i . : : . .•• . 1 i . r . . .. t i 1 t . . . . ..e'. : i.... : 1 ' . . . ------: -:-- 1 --4---- ' .... 1 ----+----- i i . , I . 1 i :' i : ! • : . • i 1 , ! 1' 1 ---. , : : . , _,,____!_ , . ,----- ____, . ____' i_ __.._.....H T _±.._ _ _____,, q• : , . , 1 4........._ • . : I ___. ____,. ,___.,_ ,____ . •4'4 . : i . 1 . li 1 . ----1- -4,44-- 4,- . . : i______,__i. 1 , , . i . .• , ; . 1 , , : i — - ----I- i !.. ,_ 1 I L _; . i : ! , I -7-71 1- , . t -H .! --i- 1-----• ! . : 7--.1 _-____! 1___ — • I- ! 1 : : : : , : , : : . : i , .. : i ! : : . I : : : I . .•• : , . . J ; : . ! : ! • :--, : • t-----, • ! : : -7,- I ! +---i---- --+--- .1— -7----- j i— — ..._____F : : --!---; . : . I , 1 . . 1 : ! i . 11 . ! , .•• . : : . i------ ---i- i----f -f hL ... --i-----: ------' i : . : . . , . : : • : , 2 . . .• i . . 2 ! : : : : . .. . : , i , . , , . : i : , : : . ----,— i 4____. I . : : , , . : : i : , ,_____j, ________ . : 1 , --.• : : : : • , : : ; , : , , . : i --i.-- -;--- 44.---i--- ! --1--- i , • . .: : : . . : : ! .•• •. .: : • . . • , i 4—4-4- : ---H-- ! .•• : : : , . . -4 --1--i . ; : , 1 J4 . i_____:.... ..7_......_, ,., • : I -,-----4 --4,--: : , : i 1 .: . , i _.; _____,_ : • •. . E , : .•• • • 1 ! , .• , :• I . , 1 . • , . , 1 .•• , - --- -1--- , . : . 1 41 4---- -.- :: :, ---'7 7 ---- ,- . ,_____, _H__ i ,• . , . .•: • , , . : . , 111 i . • . ! i : ---+---1---- , . . . --!---+----i : •. • 1 -- --- ,•' . . : i : ---4---: 1 , . , : , ,. , , , i •. •. . , .,.. . . , . •„„,..,,, ••-:i 15895 SW 72ND AVENUE,SUITE 200 41 • • PORTLAND,OREGON 97224 .. TEL:503.226.1285 FAX:503.226.1670 i • •.;... E-MAIL:info@cidainc.com PROJECT NAME: K;CI.Cfre• Ti( aird PRO].No. I q 0 I (' I 2,01 S HEET F I V TITLE: By: SR C.• DATE I IMMO 1--- : r4,' 6,1 tjAis'Hil, LLOtaCii 'ill 1 1 11 ! 1 1 , 1 , ' 1, ____ _ 7 ( I q, k: 3 , -H--t ---h- - -1--! ---E--- 1 ,e, g F3 _ , ___;7-. ---- . , . , . . . . I 1 1 ! 1 -". '"1 5 x5 x : pti: I/c/' 1 c,o/ 15 if4,-, • 4._____,... , . , ! , . . : : T 5 ..r., ..... , to) ee „ , , • , „ „ r , . ee , , ! ' ! ' , !!' HI 4----1 -- 2!t---- '-i—'1-- 1— t.) i . • L______4 i , • __4,___ _4_44_ i ii , ! m . , 4 _ _. ___ ___ ., l'-, (10 ( --- , • i , 11 : i i ! .430 P rie+-____„ 1„ „ , , , „ " • , , „ __,___ , , 3 ,___ Ap •--- ,„,. ,„-,,•,,T,,,,, , , 1 ! 1 , 1 , sl6b ' ,, : • . , • ..____,/ i___ 1 . . 1 ..c:7 4,, . , .... _ •i• , , . 4 1 ,,1 1 1 1 , • , , , , . . , 't,,,- : 1 • ( 1 50 _OC cl-r' ., ,,0,11-I z .r4-,-# 1, 3 54) -7f-,.' (110 pc-r)-(0!,.: s$ -(4) , ; , ' '''. 1 ---- 1- - ' t--- - 2. 31 --614- ' ...4.-h- ' -i7 '----' -- - ri , ! ! ! ! • • , es , p _ - 1- 1 p.S ! ! ! ri r- .:__..,2 1 (0,G, 32,7 !osc)(4-1 -rt-) - -5 1 ) . , , : , , : ,, , , ! . 4 '...rlet&C I • 6 c!e' i ! ic,p0 e : -7\‘Pe r- -.St ; 1,1! . , 3 ne civi ec( 4 Odift-O. 1;!: " ( 32. ky :- 1 )/Co- 17.--- I zff•-'16191, PL 1 , ! ! 1 1 1 ! : : . . •-i --1 • i f t•--"L ( (50 ! (0 LL -ro: - , (,,3 A.5 lec+) -_-• r ,_ _ _ :, \ 1 1 G.c.)16 4-, 1-i, C:„-1-)49i ( 1 , _Z__ k-)?)/ pi __Fa.i.,)_L i ! ____L__. __I_' l ---1- 1 -77 --- 1J11 ! 1111 . !, 11 : ! i ! ! li -',-. cr 1 1____x,____ , . . 0 1 ___tu_ 0 s et v___L a r4 . .----• ---- ----"—" - -7 1 1 --- - ! , :. ,. ,, ,---- -- - — ,-- ---::- 4-- ',---:! ----, ! 1 ,,, ; . , • . . , _,, , _J,_ , - • _____,. : P !- -- - -`• i ; : : "1 -1"-- --T- : -"1:- i : ! r i : : I 1 : : : h ;______I___ _ ! 11 '7.-H--- ----H-- " . -.--H --'---- e -- ---r- 7-• --r- i - --- : : :: -7 ] i7 , ___ : 1 -,. . t .4____ ! ! . _ ;. ., , , , 1 __4 i,__ ±---- --- .. - -- - ----1----1--- I ! ! ! , , 1 i ..k. .___....1._ , , _L.. J . I _i_., :, _ ; : , ' ' ' • . • . 4 15895 SW 72ND AVENUE,SUITE 200 PORTLAND,OREGON 97224 4 . TEL:503.226.12185,JFAX:5i 0c3.226-16 70 E-MAIL: nfoacidainc.com PPOECT NME 11_a ____ pRoi.No. I 9014Ca,01 SHEET F a TITLE 3,g_ C DATE 1110 : BY: •EI --r- ri :l : : • 1 • • . : • : : ___,,- -_-__ •_-_ ____ . _ i . _ , • • . . ,_, : : : : : , :• __,,v• ,, _..„____ ,______ : ____ ., ,11.' i (1'c? Fi. -r+ Z.5- (;')S :) (---33 -r-f- /2) •' 7i0 'plc 1 1 ' l'' 1: , • 1 , : • y- b ; r rt 1 ' *)4X OP 1 1 kdi I I 1 . , ', -------t-- ; i -------- ,-- : --t- -H ; • -- -- . HI : ' ' biricr lux1pqn.51 •gy-ichere.1 -met n 1("C.4.0 ! , ! , I 1 [ Id . , f)T- 9 ( 17---C—ITI + LI i0 f' Iel 1 lii- : . • 1 : , ' , , , c,3a11 1 1 1 . .54-zi' 4....), .417 . _._ irpo' 1 1 _1_ _..,.._ ..,_____ 1 ' ! I .icco • -—- • --------• • i -Pp ,OI icl - i 0 k I.. . \i'hcJ svci i , i , s ___, ' ' ' 10 fiS 7 -(4) 1 =-17-?O• e I-F . brIcc Ax.-'le ! ! : ; ! I , „ i ! ;h.-- ,— , 1 ! ! : 11 ! 11 ! il , i ! ! ! , ! ! ill • • • : , „ : , , . ir i: ! 1/ — '''i'' l• i 1 I 1' ) . - 1 1 1 1,0 kW +1Z561 I•C ": 1:24 k : 0 4 , 1 .4____ _ __L. ' . .._._!_. __,,__ 1. ._______! __,- ! --1— ! , 1--- i.i .! • ! --t : --„- , -7— 1 _r -+ , , — /r...._ , , ,_ _,_, • ! : . , . .41 . ! Y', 1 1 1 1 . , , , : ,• ., , , . , 1 ! 1 • . 1 , , , , —.,- --,-- • ' , •i" -- A ' : 1 . i : ! 1 1 i *; 1, 2-gicT • (ig40,1C' Ll-. ! \A' ' —3- ... : 1 ! ---r-- — !I:: i— ---.__ .__ _ ______ j A 111.1 L ; ___!___! Sir 14 . II „ , :___# .„_ : . _, . 3p., • , • , , ',,,,'•,':. ', — ' ' ; 1 r 11:1 ___.', : . , ,: . . : ,....„ , : T _____ li , , : , ! ! 14 ! 1 1 1 . , , ! I ! r i ; i ! • 1 , , ! i!-- i ! --;.— 15895 SW 72ND AVENUE,SUITE 200 PORTLAND,OREGON 97224 . < TEL:503.226.1285 FAX:503.226.1670 E-MAIL: info@cidainc.com F3 PROJECTi61CI + OYrd Paol. No. Ic{ 0I LI ,D1 S EE v TITLE: BY: S1 C __ DATE: t 1 I/'3/Ze7 '.0 i4,(47 k'v . eiaii : : . ; i ix, __,74_+__ii);_4,,••.;,;;; 1_,__:;a7 ;,___ __ _,._ , _____, , _____, ,, t ! f."\--r-i--I- t,..' ,;.,-) : - --+;--t- ; -; (A), '----CZO 00,54, XI -4'4. 1.- 3,3: 3 -C-It.-)- .i"•($0'lp.5,t .)' 103 - r-f.' 1 -- ; T sh-vct wa 1 I 5+ud �a11 . cc o a -1.(71+ i ‘,77 , _ _ _ ��_ 3p; e S db1 w,e„ - a rs of ecru i!Or4,d-41:5 ! i „ _ 57rp �6 --4)--4/t : " —4 —ii..." , , -4-- 4: , �I _ --'t-, -7 --i— t • _ 3G,b ,$in k Yp (i5, i -- 1,/, 9, c-4, I : , , , 70)— (LI 6:4) 7i-4'(")] !.! . 01,c1 , ' • • , • H _H. : : , , ,, . . ,, , .„ . : .• „ : , : Cr( 47(21-Dr‘.41 j e.44.1.____,, , ,....i 0:' Fir,--C,__, tii \te" . !� - aria► a.b — — 114 ' U_ s- d 64 11 - C ..ray , 5 • : .r.p) , „ , , --I 77 77: (IT° 0-7-s. )(i % -F-1--- 5 33 -4) 14 ( 9 6', es-o-ff,. , 1 , . . , . : , I , : i , 1 .�, , , , , , . : , t.1 _,_i , ± _i______4,_ , : li , . .._,,__ ___,_. ___•.: ________:_ (� 50 z 1 . +4 -t 1 : • 2 5 I f __ 5 3 pl f 't '3.3 1 7 z-5 p1 �F - — D- \ I,. l; t &. 7z5 I ,I n �e� - —'— - -- —r , __Cr.A1_4' -! 0 121C -4'..7 ! is it -4 - iT r . , 7.; I 5895 SW 72ND AVENUE,SUITE 200 < • PORTLAND,OREGON 97224 TEL:503.226.I 285 FAX:503.226.1670 . ' E-MAIL:info@cidainc.com PROJECT NAME: Y.'i d ke -1.7 )ck r ci PRO:.No. ict 01(4-F , 01 Lb ( SHEET 11 ' TITLE. By: 4-5g•-& DATE: I 1 1 . ,:. '7---- [ ; ' -t-------: '-, -I : 1 ; 1 i----- : ! ! cr n-PC rV)'Cliy -1-7- ' i4 ' ),qf ! ' " " ' : 1: Gt. I • ,_____,. : ___*___,_ - _,____ . . : . . : ! _ , 41 : ___ • : 1 ! , 1, : ______ , ,, ___ ii,, : , : 1 : : 1 , • ': , :, . . _ , l .... _h, , 1 1 1 +a . b, _4_ ! ! ..... LI • ! , . i . . „ , : . ." ' . ' ' ' ' • . ! ' " ' ' . , 11 ' .. . .. . I : . , ! ' : , . : 1= . - • , ps 1 c .F'44(a . I e 4-1An ; i 5 12 -01 ! ! 1, 1 ! . ' 1 : , , . . . , .„ - - ... . (,, 1 Li ; ..U.' ' ' ' ' ' ( ILI 3' s4-),-(--o 'l t a Lill -:--- ILI q I , • ! : : 1 :1 : ' •' ; : _:,# : , _h____ ,i , • ri. ' Ti . s 1- )10 ) 1- 3 5, g g.- - - , ' pat a•el -i- 1 , !: . i -----r- !-;1; 11 ! ! ; ! ; ! , : : : ; -rT -' i(0. 67,4 1+ ( 9..letps-0(//40.‘77 -(-4-/,47 __ ._ .,. , ...____, ; . ; ; ; -a—•.-----i—--,-- ----, ir-4 4.; /L 5q r _, _- H 1 1. : . . . , ,.., . 1, ' t,t) ' ---(-3 s si . *): (71 g - , ' .0 '4. (9 et 1 54()!' 1 • -1-',-./4 , : 1 1 , 1 1 , • ,- . '1 p ; ; •A- ; 1.. .;•( ------: !---! - 1 , ; 1------;-- : ; :— — ; 1 1 4,..:, 7 .t 6; 1 c 4 -1 9 !plc ,z, 1 5 1 :101r,, : ! : ! ! ! ! 1 , : It ! ! --: , ' -1--- ! : , , ! : -7 -- 4---- --F- ---r- — ; : • , . • 1 : , ; __..i. _4_ __F_ ! __ _. -4-: .: : cr. -,. II 1 1 1 d oiert_. ___esi, e____ ; ,: ' : I • 'vs.(' XI! (a 1 67 -ri:Y Z • ' (4[ : ---' : ,. ,q. • -,. ,--i- : 1 t, • 4.. ; 1 -t— t -r, i ' ' ---t il ' , 11' 1 . ' # 1 • ' -1--.. et d Cr' ' . . , . (....:)! 'Cie : T1 ''', S : _pir_44-et: 5 ej ni,eo, ; . ; ; • : • • ! ! i ' Ti_;___ i , 1 1 ! e 1 . . (3,5- g! 'sc)(14 ireo 67 -0) - .0 I li19 • • 00 : , , e : : , , , : , , , --„ti,! , i , : , , • , , : i . , ! 1 , , : ! ! 1 -----! ! 1 , , • , , .____,_ • • • . : • ' it ! ! ir ! ! • : ! ! 11 ! ! ! , :, ! ! 1 _4. _24. __;____ ' _if_ ! __I ___i__ : , , ___;_. ! : ! _if__ __;__ : ____ : ! : : ! ! -,-- -,-- - -- — ----,-- - -; ----1, - ,-—7 --! |58955Yv7lND AVENUE.SUITE 20O PORTLAN[\OREGON 97224 TEL:SUllI6.|I86 FAX:5OI2I6.|678 E-MAIL: c m i ��idainco ----- -� | ^% /7} U7 /) \ ^=~"` p w |/ )/1/i �%/-�� p^w No. | \ � / +`^ \ S"e` ��:c, =°� r' ^~-- �\ � ' r�" BY: ~^r��~ o,TE. IZ *SL76 o up 4o ji HIS LIU ez uoa Ljl till II: . 4 .- .. . -. : 15895 SW 72ND AVENUE,SUITE 200 PORTLAND,OREGON 97224 1 TEL:503.226.1285 FAX:503.226.1670 E-MAIL:info@cidainc.com 1. ,1 :, PROjECT NAME: )421 ci cl-,e 1736.rci poi.No. 1 1 0 1 il 140 1 SHEET LI-- , 11 11# TITLE: B : s KC DATE: ))/73/a) I.. • -----7- 7-7- - ! 7,- ; ! 1 ---!---- r ! ---!--- 1 i • : , 1 , : • . . ! • ! ! ; . . 1' ; . ' ! ; iii : ! ! ! ! . • ••. . : : • , , , , : . - :• • ; '---- 1---7-. 1 ' ' - ' ' I ' J ' '' 14- . . . . ! tra --se , qa /113, 4ori ,, ! ' ! ! r : .,. . . , . . . . 'r 1 . ._____ 1 ! _e_eiriA9gt, 1 I root-$10fe, 1 ! (A): 4 1 ! 1 . • • ,4 1 . er72 1 Eit.7)( r! 5-1,4.-1--th cia,! el !94'feopol- ! p, ..!tr- !deddel!5' -.!7)-i--! , it-2 k 49 +0,71 ke • . I : i• , f , Iri• _ .i ! ', _H- ! i--_.: . . : . . . — : : , , : : : , , • , : ______. .4___ ; ___!,.._ _fH 4._ 4___.ii : ! , ,_i_iv• ._!.__ : 1 L., : t___ . : -----• ; --; , 4- norel'h c !', ! ! ! ov•\aer c ,e, treit9 , a ! ! ! ! Obal;4_ CI : _ I I : ! .__: _i____ :____1 0 P5:4 !)!( 1 t! 5) (0; 6-'7 - -/)( i 7, 'W,-F-f"- - 44 =---r0-rz 10‘0„) iii Holpi 1 . : 1 1 !I : , , ., • i.,„ Z , Co kp . , : i --,--' — —- - ti _ .____ , . ____. _i____ , , .-,... •, hi.) 4- 1-4 "c\--riN- --i---i. 1 jos) ! 1 1 4 ) 1 -4—!--- : 5i 7 133 ..r4-: 4 0 I k- ' -4- (2. 6. _ : op, ,..._.....,,. , -e-- ic -,---1 ) , -' • ' ' ' :---7,-6-7P-- --L-- _— , : ____4_, ! . : , . :_i _____ ,. , 11 [ 1 IV' —1 (z.z.,5 el C)(51 47-7 i' f+l + sq 17' -(' -t..)---/i +' CZ' ' 4,‘'• ' •5' 74,7441- ' ' , , : • , • , ___H , •__H__ _H__ ..4:____4____ ; fe ___:, ' . ; ---H---4-------i 1.e ! TH 7 7 ' ----7.1T 4-, 7 .2, ky: ,..-2. Ti , q k.i. i: , , 4 , , , I ,11'7 ! . , , , ' ' , ; ; iii , : • : ! Ili : I , . I- i : : • , , , ! : :•!•4 r-- : . I, ! ----',- ; 1 ! 1-', • -i e 1, : r 1 1 1 Ykr 7 ( i.r) '(5 I i -t:/Z) ',:, : - . ,..,,, Fib i , ,,,., ,,.. __4___ __,.._ _. ..._.:______,_....._:_ , ,_____L______L ' ! : , _t__ 4___ ____ , : ! !: _ ._ • ;____,r_____; ___L ...: . , . ... ... — ... ._. _ _. ... . _ . _ .. < 15895 SW 72ND AVENUE,SUITE 200 PORTLAND,OREGON 97224 TEL:503.226.1285 FAX:503.226.1670 0 I E-MAIL:info@cidainc.c9m -; • ' ' . PROJECT NAME: K.;CIC T- ‘ie I (0a ti d Pao;.No. iqotq Z.0 1 SHEET LI L'i v TFTLE: Br: ,S gc DA,E; 0/ICl/a3 . . : . , • : „ : : , : : : : . • . . : : „ , : • ' , • : - ' , ' ! , . . . , , Ntf\6 . : r-,----,: , ..,. fi'ai, l €,:F.6)7 4 1 f ; (1 (c he':.: kt+ - - crrci L/Jo11 4- lb roar i 61 s lt.,::'c_-.e..1,.'0 q1d ----,., . . . . . • , , , , „ . . . C,-r tev.tk F. : : : : : : : , , , , : • : . . . : : : 423 : : • : , : : : 6 : 3. -0)(14-4-) .+ (1 6-r 1&'-1 -0) . 64J(16H614-1-1Y4 0 t? -(4-/ri)1' ? I i k- -("i47)'1 ci. .411,-5 i : : 1 , : •' 1 i 1 + igi1- IG..r,-+- zric2 Catt. 334-,'- 4i 2.1, , R4,04-0 , , , , • . 1 eld- ..i-iole- ' (,)all -I-' ,,, : i ' \'1 Li ,_---i cA /7_' S 16 : .1-.) L• .''''','1;. -_J -- ,-- , : --,, , . . . -, i IL- . 4 :k-t-i-f54)!k r wr - -r!k""-- - 7----f , 414 4+ I '1 .9 k-42 4 4-1 ke 4- 7 61 icip + Z 16>0 .i' Z157_._109 .., 11 I ! : . , . . H .57- , __] _ „ J. . ' ' ' r-,' A le •: I,: : , : - . I . , . , 01,2-(041 2)6.h 0 W - :'' al 1 q Vd !nnhqir-ni! rt•77,-C9rs'ke&-- . . , : : : • . . . . . 1,_ , i ,,1 , i acici b y , l'i 414-- (- -- 1+ct T ...s h e04,- c..) i I s . , ,.) - r 1- , : - ---- , : -1----,-----, ' to r1rOci 1 : 1 1: • , . . . . . 1 —r-- - L . . : : .• 1 , -4 ' • -I— — 15895 SW 72ND AVENUE, SUITE 200 . . - PORTLAND,OREGON 97224 4 , . TEL:503.226.1285 FAX:503.226.1670 0 .. : E-MAIL:infoacidainc.com 41 ;„,,,„,.• PROJECT NAME. K; 61 ek-re -r,,..s0.4-61 PRoJ, No. tgotbi7, 01 SHEET L L 5 40 TITLE: Br Sg-C DATE: 11/1 q/ZO 1 , .• . . .!: r i 1 i 1 • i '. . ! 1 1 ' ' ' , • i ____,_. _._ _4 _..i ;'(. 41 i);:14 li_Ce>r4 i H !'• . , ) ! ! I ----- : 1-1, ,—eat' ' : ! . .-7 ! ' . :s ' za ' ' a - , — /0 165 .(1. 0 k-)7' + 1-1- --T-"0-' i ' k-l----W- , (OJOS 07,7 5 } - / 3,4) cfccII ! ! ! ! lir , ! !i-2: 1 , , 4co ic I 1 el. _ (0 .10-5) (11-T5 ! ka , : = N• ' 1c)9) 3—C—riHk , ! 1 !.,.-4 4 — I . e . ' S . . . 11,,) -- c4N-4-0-5) 0 0 ck-) . 1 , , ., . ,,: i . • ) i 1 . , : revr: )\p 1, 1.41All 5 . ex4i, c.,..?4,..5l _ . .. . . : . ..,____ . . . . 1 1 ,1 1 „1 1 . . . K=-11 55 ib 111 .. , , , ! . , , : , : i e)--r,roal: (04-74-a (.. )5, eliti_jrit:ds 1 ii,q 1 - (0a05)(, Z.. k_ 14)) .7.: 2, 10- "16 _„_ e6--Yy _,Lp4:t•fey: „ - : .........„ , -(''I.H/4 =1 531 k--r„ . (Hs 0(.57 -0- 4" 57, 6471 .(44)12 i.. ("W' 11;) , i , , 1 ,---- 1 1..-- i , , ' i 1 : • 1 : , 1 1 , ,1 1_7.-a : : ;_... , ._ • • , : i , , : ,.. , . CZ:le%1 . • . : , , 1-- . : . 7: , 1 = 1 ! : . ' 01 ,, .5: -1",b)-7 :5, I ky___ ,i; L --1----- : : , : , . ' ' :• , ; •-: ' .• ! •-• E . , ! ' ,, ' ,---- t . • ' ---i-- 1 i 1 ' . 1 ' ' " ' , ' : � ' |589SSW7IND AVENUE,SUITE 200 PORTLAN[\OREG0N 97224 TEL:5O3.Z26.|Z85 FAX:SOl2l6.|67U N E'M/ALinfo@cidaincmm PROJECT w,,= y�`��"^— / �1^^" p°=. m". � \�^ s=", ~' -- rn�. BY: o^,,. 4, III SeA 53 TL V � ' � � | | | | \ ) — - — — 1 15895 SW 72ND AVENUE,SUITE 200 PORTLAND,OREGON 97224 4,1% TEL:503.226.1285 FAX:503.226.I670 E-MAIL:info@cidainc.com �� {dl('/ Z ,� � rune Il �'� d Sr.EEr PROJECT NAME: !�1 d 4^1 e 1 5of✓ Paol.No. it Io�zA S g-C DATE 1 -- -__ lipTime: _ -- i I 4cL o�4' , ' ! _, ,3 ,6, : --\\?) . 5(-1, c+ : z3 ..14) .I.,- /7 I 1 1-,r„ i ,teF : cit-h�l 0 _ T F':i i —r-: : -4 i,0 0)--(5- 7-0 ,,,,,----„----.2 , , 14) et...... (10.yam/ .,^ (�1� I ! rd ' y t ! — - : � 7 kAr 1 r� 1 fiF I ) C - ' n os iz75 !CS = To' [e 0 ' phd P ,1 1,05) ( Z k 24 0 b a 11`e aA" hek ,ry 0 f "MO 1b 111 ! c.. a►- v s.. c.- `- ice- - Q - -- - - aI.l k� 1�t !� ' — f 1,54 7 2,471 26,47' '-'I i-i s ' f4,5l Wig •' -/ / ' IiiJ / 16$ - t I 9ksze' 71 ,�f � I MI f si ' (o7( ', Ok —,,—nZ,� I4' LSDco[I e(Ay{ 10 ad z Iea+ laP bk_ tf 1 'T `, tvr 1, 6a41 15895 SW 72ND AVENUE,SUITE 200 PORTLAND,OREGON 97224 TEL:503.226.1285 FAX:503.226.1670 <11‘ E-MAIL:info@cidainc.Jcom ! 0 . . PROJECT NAME: K;(1`-"f e fig d PRO).NO. 1 U -a zto( SHEET �s V -.. MILE: BY: BY: S'K� DATE: Y 7/iCYZO i I .- 1 1 OMB= (o,7) ( Li p) (i �, L.7 .r+) — y ►e- .f-- - k -' 1 I T ! IiIK (0. -jO, iN 0, 4z)j('J7 s (I8-(4 - •,• 3 -�- (7' pS4_t3r334L. 1 i I c,0 a . '+ + Z . 11 1a , C _� : o s o I) _- Viz' gip - — t.iF_i-_i_iI__ :I! - ;:iI-_-__.Li1'I..-_• ._4I!'i Ki,M'!- --i!!:-7'--0:L1-t';, !!: 11 ,1 :., I ; „ ' OM\NI -H O. _,4) !. 7•7 k3,4)' """''''—'54.4.f .r._b J Ha' . 67 A ::: 2 '! 1---\0 .4+- 4 ; A; r 4 Z ,RN, - 6zq � s ,i W1r7 %z.a I ( , _ 4rr"�+ ;rf i T �I � L 4) (41. C.-7 C-0 , "Zr 'I" 70 lip- R 1� 7 2d''I na n eil- (/(1 : I —rt : . , 15895 SW 72ND AVENUE,SUITE 200 411(n . PORTLAND,OREGON 97224 TEL:503.226.1285 FAX:503.226.1670 E-MAIL:infAcidainc.com Kid de T--oarcl PRol. No. 1 1 0142i Cl L L 61 PROJECT NAME S--IEET 3e C II T,TLE DATE: i 2'/[9/W : BY: . . . 7 [. : 1 . . : . . [ [ i . [ [ . : •• . [ [ : . [ . , i 4.,, • , , 1 , . , . 1 Giid ,1 skeei ir_co— ' , : ___,... , :____4_____, 1. , . , . . „ . : • . , . 1 . . . . 1 . , . , . • ,__ . Le±4..1.4-.. . _ i_' . 0--N. civN „, , i • : , 7 1 : : - - i---t---- i - , 1 i . i • 1 1 ! ! i . • . .• • . : . .i ; 'I-4 . : -- : . 1 -4------i -- ,---H-- -1---H- ,, _ [ .i..... . : . 'air 174[[ (.°1-71) ([ I'll 6:'i: k:CIP [r1 (I‘20 4'7 4) s--: I 2.'t: /14. '"rt : t. i -1-1- --TI 'i 1 : • . ' . . . : , ..• • Y.1—'11 1- . RM&,[17---.. . :. . •. . • , , , : . . : . . : ,_ . . , : •. . . : , , Rim •?. col , ...--? in 0 ! ne„A-1: t..)19.1.-1- +- .• . i 1 , , : , • • , , 4- •— --H--- : — ----t ' ! . I : I 1 . . : I I -!---4- -- !r - : ! : . I . . : . i 1 . ! . ., . _ • : i i I I : . . : : I: I I • . i i--- -- ,. ' 1 ; . : - : °P1 4,EF- , )11( 7,7 '14-9) , . . .. , —,H ( i (7 — , 1 ------ i 1• !. I i i . • : • •. . 1 : , ' , : • i ! i OM 1 —• ,,'',f) s; .v) e7f-: (ipt,A-t , : . !- •. ---"H : . .• . i E . I .•::: ,,! . .•'' ; [ 1 1 i! . : ] : 4. _ i ! ,---,-. --i---. .. ---1"----1- T.---i: : . . . i : 1. .• . : ! I . : i i ! • • . : . : . . . 1 i I , .•• , ! i . : . . . . . , . . ..• : , .•' . i i : •• i i . . .• . . . i . r : . , - ! , . : -r- i • , , • . , . . . . . . : . , . .•• . 1 . --, . ----- _____ , I 1 . . . i . I : i ! . . . . : . . . I : • , • "-± - - 1 • I i ! • :[ . : .•: i ! : I i I i .•• •. . . . . i . . ; . i . . . : , . 1 . •' : . . • I , . , !i! : _ 4..,, •• •. . ,•• 7 7 : ' 1 ! I . . . . , I ; . , . . . i 1 : . ! . • . : .• ' . . : 1 1 .•• . I ! : 1 . ; , • I -: .• : . — ---- !1----1 — , . . . , : 1 , • I . , • : : , : I t : 1 : : . i : ---- -----4--- -. - .-----'-i —I— —i-- -,- , i •• . . i . ; I I • , . . ; . . I .• . . : . ! . ! i ! . . : . : , 1 1 t--- 1 ! .• _-. .• -fl-- : • 1 : ------ ';------ L. . ! : . . . . : 1 . , : • : : . : .••• . i : . i 1 i .... ..... .,., • - I 5895 SW 72ND AVENUE,SUITE 200 < PORTLAND,OREGON 97224 , TEL:503.226.I 285 FAX:503.226.I 670 CIE-MAIL: info@cidainc.com PROJECT NAME: KJ cl.oli-c rtlyir d pRo,. N0. iq0p-iz,01 siz.c SHEET buo /0Z°. Iv TITLE: By: DATE: 12 • , ' ! 1 : ] . . i ! ! i , . : ! i . : :, : ; . ; , ; . 1 : 1 : 1,' 1 ,• ! ' ' ' ! ! . ' , --! -,-- : - •-: i --4-- il . ; i LI 1 1 / : : . ; ! , . (11 • Lia , • 11 ! , , ! il ! , ! ' r ! . . . L•.', _ 1 I , ! 4- , ! 4 , ! : ! 4 ,, 1 . , -----i- -4 4:- ! i 1 fy'7771.: . •, . . . 7 /kJ. . . ' //.)5/' '7 / i : .• ' . . . . . . . V ' '4 7 CI tt: : ' ::1 .5 t+ V'p w - . .0 ! : VC ....i .... J , I. , . . ______. .__ ' . . ! !-4117L 4-% . ' ' ' • ' - -7)- =, (I 3;,(-1 c.)2) , ! .(4.-) ( 7 -.4 - 2. -T044) + (3L-114-! --!‘,4 i 1: , ..,....,. . , . . : . , . . . . . . . ------ . : I : • • 4 I ; j --4-- ( 13q i7) 1$ 4 , 4 ts:' .4 -4- z. .44.) _ 11 ci 19), 1 i . ! 3 ! ! ! - 1 - ! ,t , ..- , . 1 1 1 i'V\Nr Nilryll i"k ...51;i—Tea,44 .5, . -67t so Olie- - ..4v...'r" 1 • , : ! : i 1 . . : — , —,- -1-- • •-• 1- , I r • -1 I • : ' • ' : • • I ' : I • • • 1 ; i 19I) ( 50 27/ 77717: '4° I 4911C 1 I I I I I I I I I I I • J r ; r --. " • ; , : , _ _______, _;______4_, , . , - , i' ! ' ' re ! ! •! % AN ., ! ! ! , ! ! ! I ! , ! 1 . , __ . . i : i 3 5 )1C ) OM ' - CO (AP 7 q le - -'42--+-1 0 5 67 4 - 1 9 )4), -C-+- ! , ii_ : ' , , , . ( gil ii )( I 5, C4-) : z, --rei. I :k if Tcf-. , , . . . : . . . . . . . 1 : - ! .,! . , r) — a to Li k\p .4) ( 1 IK - "( 0. . 4, ;\rrM s . 15 + •=.. 5 kt ] . 1 , . .---- ',' DT1-2-Z70k 'e- Z- 1 ic oiLA ,fse 1 . , (61){( 13 q , kv) _LE-- -] (t5 ‘, .0--;) z_- 3z,, ic,i3O 1 -H — ! .' . 44,- , , , ,__ . ! , . I kPA Hz-, (0 -.)(L4:,7/ 101 i6(15 .4+- ' z: ------ ;i6 k\e---.r-i- ; ! ._ _ , g! , : ' -----, • ' ' ' - ' : I ' . . . [' ' - ----- 1 ! I , :.' N CIP"IN*hre t j • ' 15895 SW 72ND AVENUE,SUITE 200 • . - ' - PORTLAND,OREGON 97224 • ' • TEL:503.226.1285 FAX:503.226.1670 . • - E-MAIL:infogcidainc.com .;H$TECTURE -'.. NEERING ill PROJECT NAME: I-1 Jo" d PROJ.No. 1; 1 0 I C'l?t 0 I SHEE.I LL 1 1 1110 TITLE: BY: S C DATE: I Z/1911° _. ,. : I ! • --I , . .. , , . . . , . ! , I I • : • ! 1 1 I I . . . . . • : : . . . : ... ; I • • I . . I ---Ir - 4.-i_ : .i ..___ __4.. . . •.• : I_i 0 . I. Ly ri d 4 6:u all :. . coriv • : , 1 . • .,._ . ,•• - . •i . i : !- H--'r-e. • i ; , . . : • . . . i , -1,- 1 • : , . •. i . , , ...)eake4A-1--, 6 ,, ,1 , .•• • , . . : . . , -, i i c j 1 . . -- - '- — ---h- -- ---------- . , ___4_ ._..____., — , . r .• . , . i . ) : . I •I I I I (7-5 - -D7( 1 h___ , _„,„ , , , , , ••. , . , .: • . . . , . • ,, , : • „ • . . . _____,„ : , , . , . . 7 .( . i $, 67,.ie" ' -=', AL-15-74: ' !otn'ot)(i : . , ,I1nZi Ali.- , 1 c:; eir1/4.1 . _, , : — : , . . • . •. ,_____ , ,_ , , " , . • • i' • . • ;____,_ , , , ,_ , , --1-- , , : . 60 ::::"a S-(04 ' :•• , . .•• . , . : . .. , 1 . . . . . -!---H 1 : •- .--!- . . • . . . , • . . : . . . . : . , . . , 1 , •. . !---- , , . . .. , „•,:. , 4-14 ..___ , . .• , •• •. : • : •. . 4 i . • . . , . , . , :• :. : ! 1 h i VV , , I& .Z . : . .,.: ___,.. , t - ÷---- -•!----7- : . 1 . • . , •••: . . . . ..._.- ,/ Q ry 1 ! : . . (z..-71 1,,,,,f, -4A a, 3 1 ,k1,,, -cf5,5 k- f- 1 . i . . . „ 1 1 1 1 , : . , . . • . . •• • , , : _, • ,! i . , , .•• . , . . . : . . : .• . • 1 PC 1,{4G1- uplA 1 . . . : .,, , i 1 i .••• . . . . • I I . . . : . . . . , . I 1 . ,---•• : ---, : I I I , • . . . . . . 0 I:A 7::(0,•.-51-0,5,q le..).,) i---6,.„ ,.,_ u 51, 6,7 c...0 -.7--- 5 q k_,Ne-a- , ; . • , . i 1 , , , • : •, •.6 i(a5)N 7/ .p) .( 7 .r...D4/z I, 4p( 1...4-..4.4-. 1 . : _ . . , 1 . . , : : : . • . : . . . . : • . : • . : 7 : . . : 1 - ----1-.__._ I . rei I 10 : kl• -1- t- 7 I . : . ..__. ... H___ _,_. __._ I,.c.11 1 .-F.'le. 6iek offer"- : -±---4 -,.- . . i : I : .._, __,_. _ _ _ _ _._._ , i -• --i- : -----'f 1 . -H'-i---- . • • ! ! • •I . . ! 1 7 .• : , . . , : . , . , . .1._ _____ _____-:-:- , . ; , tt- I i f . -_-_-+- --4-..-- ,-. '1 .• . . , : , . .• . . .• . . . : I : , 1 . ; i.•' -.--- i . - . . . . .• : . . ' . I qi;11 i -,-------7 ---4----- - ! . . . . • . , -. --,---- --- . : , . • • - • . . . : : i . . : i ! : ! : . . . I •h-r•• . 1 , ,• , ,.____ ,....______ . •__4. . __,, , . •. ,. . . : . . . , . . . , . . . . , ,___•__ , .- _.- : - , --T -' ; : - -. ; -i--- I ----i- ---,--- _,_____ H___t . . 15895 SW 72ND AVENUE,SUITE 200 < PORTLAND,OREGON 97224 LTEL:503.226.1285 FAX:503.226.1670 ,.. E-MAIL:info@cidainc,com PROJECT NAME PROJ.No. I ctoiLiz,01 SHEET (-1- t 2' : V TITLE: BY: L5 -C DATE' i Zil OZ° t ! , • [ 1 i : ' 1 -----i, •..- , 6',-' • 1-1 Oa i i , : , , •60',/, , , ' :•• . : :• . : i 1 : . I ,. . , , • . .• . , , -ff- , l• 1 , i ,•• : , • , , . . , . i ' Medi. T 1 6 -, 1 , 1: .•• ,• , 1 1 : .•:. : I , , , . : . : . . 1 , „ . . . , 1- ---; ,. : . . f , : . .•• _____,_ ii i _ , ,• : . , 1 • , . , . AP-II - 4-).!' - 0 zips I 4 .)--K4-' . ke&ii-iii, . , .,• • , , . , : . . „ : : , , ,•• . . • „ , , , ', ....,, h.,. P 1 -7--- 1 1 :•• .••• . . : ! , , : , : , ' • •. . • • i 4_1_ 1 . .! J_____!. •. , F '-m. ; • , . .. : ... , ,• — . 4et Li ! i er.4e. 1 Oa A67 1 cxr,61 ,towl g 4-$1-1 , . , :•, —.. „ „ ...,. , _ • _IA_ (o ,G1,.)[(7•r..--- kN.e)_ 'L t.: ±L 7 (4 1 K_,:, r_-:•,f,, rT .. ::.. r, , , i 1 i ..• 1 i ' : ! i . . ' -4---. ; i i --,---- ------. „ : 1 , • ,,:,. , „„,„,, , .••• •. : , . . : • . , I, 1 , ..... .._, 1_4. I • . . : .•• . : : . . : . . i .• • , : . .•./. / . : --4— . • .. 1 i- ,. : , ; . - k (31 e,4- .4 . I ! , , , , , , J i. • • ••• tie2h ; 1.112 i _ . _ . - - -; 1 • • , It i : ! , • :••• : .. ! ____;4_• ,, , . ______ , ' • _____ ..„.._____4 ! : 1 : ,• . 1 .••' ., ! ....._,... _ 1 .••• . , -1.---_=? I s..1, k-N,) ---- (I ' C,I f. -ri- . , .., : .,• 1 t- *----H 1 I , - iI ---1 I : !I 14 1 1 I Rol ..... • • , , ps — (' 101,- -41-171 pi' --,C3 H •(-4) / "2, i 3(09 lz-y c+- I . , ! . .i., r. , .._1 , ,_ 111 ' ! ,',, .• 11 . . , . ' ' V. (tA 14\e''r.4 (49!.4 idi:)-7-: 6'5 109-44 . <I : 3 , 1 .4):?--r'4- . , ..„, ii ' i - --- ; ______ , : , .•••• _TI , . . . . , . . , , • , . . , : , ,_____,_ , ; . . . : . , , . : __,_____,__ ...,..,• , : , • 1 ,....., , , -- ----,- i,... ,• . , . , , , .•„ • i L. r6 )1 4-1-- I up. W. 4-! .• .,•. i •—,- , .; 1 „ , , , .. • 1 : . . .•• ----•,,' :,• :••• , . . . .• . . [I! . : . . .•• : : , : 1 : , . . , : • • , , tEl !-----1---, 1 , I . I : . . , 1, : " ' .••• . . . . . : 1,1.' 1---1-Ill --'---4 1 I i . i :• . : .•, .,, : , ., . ! I! .• _i ! . _,___.1. : : • . • , . • , , : : : . , i • . . ' , .•• : . ... •. . , , . . 1 ,, , ; : .•• • ; i -±--- ----4— 1 1 : : . .. .; . . i•! il' 1 ! - H- ---1— i' , -----!-- i +.----i T •I ; i 1 I I I : • . I : I : : : t ; . ,. i . • ! I : -' --- "-- i- . . , . . 1 : .. . .• .. . : . ' ! . . ! . . : 1 1 : 1 . • i , I : .• . , 1 1 i „•: ! . „ „• „ ! : • . i • . - -7----t---1-- , _.„ i---4- --,-- - ---- !-i-- "H- ., , ------ ! . : i!:f! 17. _ _4.____H. .•• II 1J, „ „ „ „ i „ •. I . . - ----.1-1 . d-----i„ „ • • ! _L •1 .: ! „ . ., 1 ! . : < 15895 SW 72ND AVENUE,SUITE 200 PORTLAND,OREGON 97224 TEL:503.226.1285 FAX:503.226.1670 E-MAIL:info@cidainc.com PROJECT NAME: ;eld\i\C 1."-i30-1(CI PROJ.No. I i 0 1, I-1 Z ,oi SHEET ILI 3 TiTLE: By: -,,C, DATE: 12/Woo ... . • , . . , , . : I - - : . •. : I i .• • , . i • . 1 1 : 7 : . . _ 1 (...0(\4' ' -I I / • a i• ! , . .43 i .• „ . . 1 . . , . . . : : 1 .• 1 : : , 1 . • , , I Ilk-oc, le,a44Aii 1 • (k3 iq k)o, .._..........._ ......, Li v.,„,...:, . , : i . , .. . : „ . , • • : : . , 1 1 , --4' : . 4. : _.,,_ ,:' • : , , it- r.H -,,-;) --,---! - ,_ ,,- — (13.ILI li - , I • 441:4F- g--1012 1 . . . : .,-------i-- ' Cy?f_.4.- . ' . , . . . . -- I I -7--r .....7 ---7 --.7. -1, li 8444 '4+41. -1 )19.1 f---' ' s-cee- --- . : : , i i . 1:6 (5' , 3e1,6r ! 3 7' 3-2-43' 3 H 1 , ., i.. : 1 y r. : . , , .• • . . • „ . • . . . . 1 : . : . . _____I . . • i 4.V • • •. , i .. . . ' : 1 --- 1 : , . . : .. 1 : . . ,. : . , -9 iqc) . : . ! ! 1 : Z - ! , . •. ; I . :1 1 . • ; : : . .• . : . : . , • • . . , 1 . . , : . . • 11,"At.:f •. . . . . • . 1 ! • ! ••• • • ] i -4,- , rl -- -- --------- i"-----I• ! , . ! . . . , , . ! , , [ : . . . ! . . . , t . •• , y , I . , . ; • . . , LOPCII , . , .. • . . .• ' ...- : ., . t . , 1 1;O:k4) •: . . ••• • . .•• : . .• : •: . . . . . . 1 ---- • : • : , ! 4---- • •. . , 1 1 7 (2, l' bi:.4 () '01-101- =' Z•, C•,.lr :kY .i AS0•.. • )i e, otty-, t oi ad , ,•,, -h--- , . 1 : , : 4 —: ... i r . . , . . . j 1 , : . . . • . : . : . : . . . . . : : .-i----i IN - --'.- 1 . I nee . kitV(r-ziCo 10 ..... . 1 5 ' -(2,- . , . . . . . . , 5 pH . . . . . . • „ . . . : . . : . . . . . . . . 1 . „ .• . . . : . . . . . : : . . . . . . , . ____,_,_ , , , „...,____ _____i _4____4•,_ i : • I , . . . , : , . o r , ' t.l.' ,517-' 47 ! 49 k- -ar ' 3.77 Ic.,\00 , , . . : .•• . , , , . , __ , . , , . . : . . . , . : , : : : : : : . 4` ! , j I ! , = rr: . ' ----- • Ii , i , 1--- I • . , ! !I ' ! 1 1 1 . : , I 1 ! : . . : ! . , • ! : i . . . : . . -4 --t-- --F----H-' ' : , 1 : : ! . . t . . : . . . . . . , , . . . . . • „ : . . . „ : .• : : , : . . k , , : • • : : : 4 ! . : : ---i---- ; ----t- i i !' -t-,- ' , --i-• i . 1 . . . . . . : • :, 1 i . . .•• ! . . : . : „,!. „ . . • . . . • ! il - . : : . 1 -i---4- 4----i,- ! I - k-•-i . . . . . . . . . . , 1 . , . . • : . • : i ••• . . : . . t------,- : . . . : . • , I . : ! . : : I : . •. : . • . : . : . • • : . . • , . ' . . : . . , . : . . : . . 1 1 ! .-...... 4 .. 1. -. ..... ! 1 , 1 I . : . . • 1 1 " . : . . . . : . . . Ii • I . . ! ---i--- : : : _______ i ___;_._ ! : .• . i . : . . : I i , • . , . . : •I ; , 1 •. , , • . . . : . , , t , . • ' : • . . ' -''''': 15895 SW 72ND AVENUE,SUITE 200 4 PORTLAND,OREGON 97224 TEL:503.226.I 285 FAX:503.226.1670 E-MAIL:info@cidainc.com p IC CI 113 .ROJECT NAME . . aid PROj.No. S R C SHEET t/U Lt 10 TITLE: BY: DATE: I VtliZO : : - ,• : 1 1 6 Ali p (Lueiti‘•4 • 1 ' ; I „ , , • I • • , , „ • _ --t i 1 1 1 i , P covvt-nolis ic,-,)i. Pkoke itto.o i 1 , -1 1 , i !____ : ; . : • ! , , I ; i-. ' 1 • . . . • /,/,/, /7,-/ . „ , : : . „ , . „ 1 . ' 7 ••/ / //// „ . . . „ . . . . , . . ., 4. ; ------1 --1 1 01 0 k) j I \ie =1 5L3 ! k)2 ' I . ___;____ ; ----, ti I: 1,., 1 1 1 4*---0,5 ,,s lee,v,,-- , : . . ; . • , • : : ; , ,_ , , , • , , , , ;-, , , , ,1 . ')„ , , 13 r -, 3z,1,3 $ .41.7 ciiii 1,., L1h.4- sl, 41.1 ,*i 1 , . . , . . :, ,____, , , • : , . , , , , . :.: , , . • ! _ • . . r ,• , , „ . ., • , „ : „ , , , , , .. . . . , , , , ,, : • _ I: , : : . , 1 !' , , • ( 61 . P-1-)1 66 i .c.4- - io iss ! 0"pe,,, 1 ____,451,ie' kJ- 1 • . . : .,i -------"----i-- . . i , . . . . . • ' „ ,4_,,, r(v .,- ... To qi- r r , , : , . . . , , „ r , r , t r 7--1 (10 ,' k /i( 2 „.3 LIT.H.11), 19: 04 p fc 1 l 1 " 1 --1 , \!;r1A ci ov - 1\n .0k -Gy '(0V-s12,6 / , nal , :3 r ! r , , , f: _ ____ Off'1,1m,, =104 (10 k-1\11 (1 to. 33 10) .- cfs kyFf+- — .. , - . . t ......, , (° (.)( im ef 4,)4)(3747 4Vi.,7-', (o. (0Y0 -77 A -./: . Of‘'4' 6 .."..607)(513 kN9H)M2,33 -r-1) r- .01, t*.---r-fH '1 ' 0- --------!----- : ': ' " ; ' :1- . i , --,L, ,•, — , . -- - .. ,f (A .:'• 15895 SW 72ND AVENUE,SUITE 200 PORTLAND, OREGON 97224 . ' TEL:503.226.1285 FAX:503.226,1670 I - E-MAIL:infoacidainc.com 1 W PROJECT NAME: rid d 1,L 19e Tijal 4 PRol.No. I 1 0 I 14 2,D I 3,,, 1110 TITLE: BY: g.G DA-E: I ZAlta7 i7-- -7-•• i , . . . , •: i I • : : 1 j 1 i 1 4 : , ! : . : 1/0 I I • I . , . 1--- : :• • : . , 7 . ,• . . . , . . ! . , ..• . , t- : : , :• _ _ . ..• i•:•• . . .11(0: ,1 I I .: I 4f)a-dit 4:1 ,•• ..• i• . , . , : .. ..• 1 .'' . , ,• i . . I, i • i • ..-.:.- : ! i , i .•. :• : , • : :• : i ! I . ' . . .. : ___, , ---R. . , f----I • , ,•• ,1. , ; . 1 1 1 0 P 1e i e i 4 si S3- ir 4.) -. i 5 3 1,10 I 41 !LA)prod i',.:21d ei k6r1 1!b ,. , --ge- • iv : . ....._. _ • , 1 , , , i : :• . . ..• . . . : . , , : . :• , :• :• : ,• : . . . , ..•• „ . . . i : (b.6)7152 -TO6 3,5-0)-- I 1 A..•:<n : , 3 t47 i 0,...."Lor • : S. . • , :(10 N,ner4710 :64W7 Crt•ii. -i• . : i : -----,--• : . __ . • , 1 : ! : :: : . . • : : . . : • • —__+ 1 i . ! i . : . . . • , :• . , , . ! . . . . , . .... . :i. (51 , WIT) ,,,,• 105 (-( 3,3. C. 4T--. 1 '1 pl 7( ' Sets' rylic., locked . : 4 _ 1: L ' 1 • . : pi911 .-0, DI: al p)) .Al : . „• , _ rl . • • • ' 1 i f 1 , I (01 1 1pi e)6 3;S 1c-0 ---- ) , 05 ,,kv, , ii..40 ! , „-.5 ea r.t.-lc :coil et-40.-- cyci . . , . • • . 7•• . . : , 1 :• . ; V 1_ /7._ 1.- ! 9 pliC 01G 101'7 ____ . i .•• , • . 1 I • . * . i - -' • , . . - , ,•• , , I -4-- . i gb a Z6 A ----. 1:f g •:,' pe' i ' :••. • , I . . : . , • , .__,_ , , , , • • , . ..•• : : . , . .. . , . „ . : , . :• , . _ . . . , . , , :••. . : , 1 : . . : .. .. . . . ._____„_. _,___i ,____,.._ , , .••• . , . : . . . , : . . . . . . . : . , .••: , , . . : . . . . : : „ :• . . , : i . ! , i :• . . , . , . . , , . 1 , . , • , . „ , . „• •, .: ------i ! . . , :••• 1 ---i--- - „ : . . i . . . :• i : . , : _____„. :• , ,• . : :•••' :„' , . . : . „ , 1 : : .1 , : ,' .•••• : . : , .. . , , ! . • : . „ ., . : i : :• i i : „ . : ,-- , ! ! 4 -f- , --i- I' t . : -R----+ . 1 -1- , i , ' , : ••• • I : . :• :• , : •—;-- : ----- , ,•• :• , : : ..• : ; --,L -- ----• , ••. •• . ••• , I . . . ! • • . . . : . i•: [ ,• : , •-----H ---i-- . -- -- : -^-• -- 1-7-h -7-- '--", --i. , 1 , .• i : I i . ,•• : : : ___4_. • • . ; ..• : ..• , . ..• . , . . . . -----i--- ---1 ! 1 ---h-1 ----i -1- t---- . , -----4- --4---- --!----i .. -1- --1-1. '--- , • .: . 1 . :• ,• ,' : ' . . i . : . , . ; .4.____H_ _±„_ ..1.__±. : •i -- --- . , --t---1 , •• . . : . 1 , . ___ _ • i . . . I . •- , . ' 15895 SW 72ND AVENUE,SUITE 200 Q PORTLAND,OREGON 97224 TEL:503.226.1285 FAX:503.226.1670 QE-MAIL:info@cidainc.com rJ` �(y / GO UZ O bc(6 ' _ _ ^I dd e 184EI PRO;.No. ' 1 p-{ i 1 SHEE' PROIKT NAME. V r/f ill TITLE: --------- BY' se c DATE: I2/1'/z R 1 s U — u, , :),..? _i. • ; • ,_�• , , 1zq ir-i) - 51 '1 7p-r-C ' ' ' { (-21 ,` zV� ii -c. I ' 1 1 F 76:-ibr; 7 le.% 1 4) "11— 5 I ' 0 S ` 5 _�c 1-I se,› . rya 1 I --'-y , ...0 ' , 6:(p) I� /'.�_ k1 J (1& i 7.. ` '1.) 9 1 r - -, PI I\ �'"1 I. I. 1 ' RM1hi o6: cq ' sT"1(-Is, 83 �A ,�Z - - I p i - (0 6 ( 1 . 1 : 1 1 : C , , g--,, I ' 1 ': ) -..! 4___,_ , ! , • • _- _ -- - 1 1 _ 1 : 1 , 1 , : • . ) : , . h. ! „ ! : :OM - (674)if 3 k\D) , , - i [ kip i .. , . , , , -, T ,, : i ; ! ! 0 :11-.".. if oi 4N/LA. I, ,,,,,,'..(4-) t... 30: k" _ .r•..1._ I , , , i • , , , I w i 1 1 : ' ' t)e ""' (1 1,1 4ey-2 --,c+, , ( 30 4.1\19, •e.4)---- , Z.q ,R,.) 7 :4 4__ kr ! , , I-i D d �� - ✓ -- y p is .._------..... . . ............. . -- .. I 15895 SW 72ND AVENUE,SUITE 200 141% PORTLAND,OREGON 97224 TEL:503.226.1285 FAX:503.226.1670 61 E-MAIL:info@cidainc.com fla PROJECT NAME le.idcii'e- "1" ..0 a ft/ PROJ.No. 1 q 0 t id Z/01 SHEET LL 17 Ilif TITLE: By: 4,51Z.L DATE: t'7411/M ' : i : ' , : • , , i 0 , C irICLL IP (-, , u,-)e;tjt. , i : . • i i . ! 1 i 1 ! : ; ! ' : - -, - -- -----,"---7. .- , i 't ! ! , ! : - ! i-H--• •i- , - t---H, , 1 1 , ,COnneZ 0 N^ , , ' CO OtA.‘A ' ' ; . . . • . , i•• t • _ , . , _.• ki\fol I 6, ..0, ,!:...... Z. 3 2: 121.r.' , , ! : ; ;•• i . , iel —2 ' 11'---kt- ' , x ! aft ! ! !: r Li . Il 0 .- , •,, , • if • , V I 7 - -1 i !eaCill I 1 1 j ! I ------ - - -0 OZ 62 W 1 b •..... 1 0 tieV 1 ' --1--- 1 : ( I 0 Cd 0 ---0-;)/C g I --1.4.) 4-F.J mx 1 yet 6\15 , _... : ! , L , , _ _ ____ --i- ' --- -- ''7 . .: — , r : d TLe Il6! (.20_0-- ,„.5 jet ' ' fr.' _CADI tie : OD 1,410. itAl. orr : . ! ! ...,... ! ! ' 1 . ': ------ 1--- . -,--- F , '------ - , --!----7 , ii i1 . , ) , -- .)--;,/, ....-4,H--...p)--- Tc- -7,- , ) 0 ( ), (aq 4 , a -- -(iti5 14-ip : 1- 362 lk--•(\p-C-1.- -- -- -t---1 i', I_ _4_,......4__. : ,.. ...._;_____ -_,,.._• ! ..1_____;., r : i ! , : , , _....i____ : : ! __i ':' ! ! ; 1 ;! ! 1 ; ! ; ; • • ; . , :,: i ; 1 1(ti - lz • 01 -g)/(_1_50 c,4) !:,-_ 7 lq , .4 , : : : ' 11 : 11 i' 4- T ' k ' -1-- (''t -'s ,4id •(f.r. 1 5 2 ' ' 1 'C' ' 19'10.1 e5 ' ' i ! ! i 1 ! ! 1 , _L_ ._!i_____! LI_ ! ___ : ----- . . . • . , : . , : : • ' : ! : ' 1 f---1- -I- Zi, : ! ! ' : , 1 ' i ; ' ; ' ' ri ( z, q, . 74,z, -, K5 .c4,-- .0.43 -(14) ‘---,:- i'!1.- t-IT 1 1 , , , ,64dCartel 'i• ,______i__ ' H_. , i , , . 7 7----. 'iz b Gtereivei,t4c- ! 7 ' ti ! 1 , ! : ____ ,._ , . . . f VGdeL6IC '.6°-).:1 49k- , . 4 i i I ! 1 ! , a , • : , • • .___. _____ . _. __•,_ • ____. , ; , , , .._ •_;___ , 1, ,_ „ _•;____, •;,___L. , „ _____L_ , I _L_ ,i_ H___. , , , _i_____! ; ! ,;_h _r___ : ____,...__ ___,___ ._, 11 .. . _ .„._ , , i _„____ , ! _, 4 , _--1-,--f--- ; • ;--F.-,.-_ __. ___ -- , , I I: , , ; ! , ; I ! ! ! 1 , " ; 1 ; . I ,• 1;(ir;,i) : : : :: .: ; ; ; , , ; , . , , , ! , , , , , , , : , : 1. , , ,„.„.. : ___ _ , : 4_, , . ._,____..,______ , _ , _____„ ! , , , 1p —.: 1._ , „. „__,_, _ : _,_ , „ .. _._.. _..2 .„...___„., t, - 15895 SW 72ND AVENUE,SUITE 200 < • PORTLAND,OREGON 97224 TEL:503.226.1285 FAX:503.226.1670 E-MAIL:info@cidainc.com I . ' PRO;ECT NAME: K. CI iNe 1--"t16CILiCi PROJ.NO. I q om z,oi SHEET U.•I ci lof TILE: By: aCg" DATE: i al/V47 .._ . : r , . • . i. . , . . , . , , . . . : , • •.•. , . . • ._ i 1 ;61(1'4- , e 4 C alts , , . , _____ : , , •. •• . -- , . ; -_-,' —_, -a-q ., . , . . ______+ . : , ,:,----..., I . III ; 1 44 P el :k-N ____L. •H5---7. 1T4-. .t'''. 1-1, ,, It;10 1 A-3 D 1.c,,d6r<T7i 41 er—fur ( JovAd . 11 G ! . • I 1 1 , H Z.• 1 . 3 -ROC41-1:24:1105_ ! # OF Xv Sle,...5 H 7c Collrex=fric 144 , . . . : ..... , , , :••:' •. .• i .: I .•• : , , : : 1 -4-- : ' , .••: . , :• . . : --,—„-„,1- . ,, „ 1 i• .4 , • , , . , .sh 1"1 OXYneCI.)0 4."0 i be !le 1 • : •—' i --!-- -----! I . _ _i 1 , i I 1 I i i : ! 1 1- -i--1•—,i . I . 1 (6c1 1 •. , : . . ••[--- i 1 —7 , . -,---- , -1--' . E i ,--!-- -I---- , 1 . . , • . . , 1 . : • . • : , , • 1 1 E i , , IE , ; 1 : E , : : : E ; __, .1. • t-----* ; --i ; . . . . . . . . : 1 ilfin . • . , . . . , : .•! .:,.,. , _____i_. , ____1_.• 1. . :•• , . • . : , 1 7 --- ,•• , , 1. [ . . . . ----. 1-- . : . 1 0-NriCCA-Ne,n IPC 0 Cill• i.vp pl44.6 Ato. 4-SLAV() : • , , — • . : , •. . •. 1. --: •' - .i- • 4 i—„, , (-1 91 e : .• , ! •.' 0 0 S 1 I r4 1.4.* 3'P : . , it. ......, , --H . , ; . • . . . . . , . . 1, ir,ie ; / 17-1-- , , _H._ ,-. •, ; a; qi P X (0 Ids)Mill°rl l;)-›! ' 173 . sGt .' D'Ill ev+N 19• Arag 1 , : ---- ,_.i. • . • 5-60 - , —! --- -------t , ------ . , .••• „, , • . , . ,_i = ,(. 540, 10; 395' joA-(i'H 1 i t -CHI- 1 rHe9e. Spa(4 id : 1E 1- E ; I— 1 --4 , • • 1 i 1 . • I E . . : . : . 1 : : • , , : : : . - . -----„---, : - .: ._, , E , • E , — --,- i-• ; : , _L__ _L.sHv„ ec;, ,,/ 11(04', 0 c ' 1 •, 1 . . , : _ .; , , :•• -____H_ _ ._, , 4 ---t- ! ! : ----- • ' .• ---1 • i . i . • I ------ -4---' . . ! ; ........4._ ..,....... ; ' -•--: : :___i ---...-. --,--- _,--,._ ,__,_. ..__H • •. .. . : . . . . OI-4 :-- ! -I— i--' ! f•----4" 4- ; . 1-4 ! I . ! --1---. , -i-- --, I • •I,••• .AL12,7 deCti telt k le/ otlec.473wr- 4e!TIA-kr-v)Hi-t , __. _____ 50( 5 „; , . I 1 , . . . • , . , „• : : : „ : , . , : „ 4_._„ , •--„--- , : . : rbnIax'„ a il ' ': 12 ' ce.Pci . , • . . , • . , , _.', sp •c2f5i 6rce,c-Nij .i_____eit- , 14( '..ii,e ),‘ . : , • • . : . . . . „ . , ----E- 1----i- -,--4. : . • , : . • . . , . r-* ; •. . . . I , - , .------,-- t-------- , ---H-- L---------4- ' • , .__.;___ _.4.___ ! ,_: : : . . , , ,•• • , ' . : i i i ,• . , . . , . • : , : . , . , • , : , ! . .: • , , . __,_____ . .• , — • — . ® ^ AE P G Nu Wave Corrugated `.-,SPAN Allowable Inward Loads(Ibs/ft2) per Span (ft.-in.) Gauge Span Condition 16" 2'-0" 2'-6" 3'-0" 4'-0" 5'-0" 6'-0" 8'-0" 10'-0" Single f 672 299 191 133 75 48 33 19 12 Span L/180 - 246 126 73 31 16 9 4 2 Double f 645 286 183 127 72 46 32 18 11 Span U180 - - - - - 38 22 9 5 Triple f 806 358 229 159 90 57 40 22 14 Span L/180 - - - - 68 35 20 8 4 Single f 755 336 215 14• 84 54 37 21 13 Span L/180 - 333 170 99 42 21 12 5 3 ScoilogiP_5 24 Double f 755 336 215 149 84 54 37 21 13 Span U180 - - - - - 51 30 13 6 Triple f 944 420 268 186 105 67 47 26 17 rGf't Span L/180 - - - - 92 47 27 11 6 Single f 945 420 269 187. 105 67 47 26 17 �A°V Span L/180 - 416 213 123 52 27 15 7 3 X Double f 945 420 269 187 105 67 47 26 17 Span L/180 64 37 16 8 Triple f 1181 525 336 233 131 84 58 33 21 Span L/180 - - - - 115 59 34 14 7 Single f 905 402 257 179 101 64 45 25 16 Span L/180 - - 252 146 61 31 18 8 4 Double f 905 402 257 179 101 64 45 25 16 Span L/180 44 19 9 Triple f 1131 503 322 223 126 80 56 31 20 Span L/180 69 40 17 9 1i}{ . LOADING TABLE LEGEND NOTES: f-Load limited by flexural bending stress ■ Top values based on allowable stress. L-Span(Inches) Bottom values based on allowable deflection of U180. L/180-Load limited by a deflection of 1/180 of the span ■ `="denotes that the allowable deflection w-Distributed load is limited by the allowable flexural bending stress. w 1 1 1 1 1 1 1 1 1 1 1 . 1 1 • Steel conforms to ASTM A653(Galvanized)or ASTM A792(ZINCALUME®). Single Span 1' L ii ■ Tabulated values are for positive(Inward)loading only. w ■ Values are based on the American Iron and Steel Institute(AISI) Inward Double San 1 1 1 1 1 1 1 1 1 1 1 Al 11 1 1 1 1 Loads p "Cold Formed Steel Design Manual"(2007 Edition). J/ L- A4 L-1,j w Specifications subject to change without notice. Triple Span 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Jr.__._L—�rLa --L -.] Oil Canning:All flat metal surfaces can display waviness commonly referred to as"oil canning". "Oil canning"is an inherent characteristic of steel products,not a defect,and therefore is not a cause for panel rejection. L El El CM '*--„ss Customer Service Centers For most current versions of literature please visit Tacoma. WA& Fontana, CA Phone: 800-733-4955 Fax: 253-272-0791 www.aepSpan.com ©2006-2016 ASC Profiles LLC All rights reserved. ZINCALUME®is a registered trademark of BlueScope Steel Ltd. December 2016 (PS159) 300 15895 SW 72ND AVENUE, SUITE 200 14 II PORTLAND,OREGON 97224 TEL:503.226.1285 FAX:503.226.1670 la E-MAIL:info©cidainc.com PROJECT NA Nil, V:lad(e ..1'. 04051 PRO', No. I 6t0NZ /C1 SHEET C,....Z., Ill TITLE: By: g-C DATE: 1 ZCZYZO 1 : , • .. . . . ., . .. . _1 . , ! : •• [ . en1:,,i,.. . . : . i ! : . . : , . . ..,_______ , i ,. ca op . • , . , _,... 1 i : . i 1 : . 1 : . . : 1 : : r .• . . , 4 . t : . : — : .• . : . : . I •: 1 4(A)el : 1,1: _ , o d--- 1 CA t-NPf . . : F : • , i . •' . 1 . : . : I ' • --- --ff: : . . : . . : I . L!:r 5 1:.6 x•-i q• iiiI1 • 14,,1 ,•,::::.:.: ,.... i 5, C p: , —.,._— : ,.i... ....... .,,IP\C If q 7, 7 .• . . . . . , . , : , , . •. , . . ,, . , . is ! I (GO 6 , 3• •ez : .•• . : • : . . , • . . : 1 • . : . , . ,_ • __ __ •—•,___. , , , . . i 1 1 , . . : . . , . --E-- 1 : 6."is , -(' -ir.1) ' '; • , : . : . . , . .• i ...1 . ,, 'I 1 • . : . i 1 . . . . : : . I nO° 4C I ----1. : 1 . i : • r r / i . I ;•Cr---'1 k I : : . 1 :' Z i'3 3' IE . . : : E I : . E ... E : , , i_ E. ., : : . . . . 1 E , . 1 . . : .__. : . .... i 1 .• : . .• . . i i 1 i i i .. 1 : . .•• : . .• : . . [ ... • : .• i , . • : . . , 1 . . i : H , . ..„ . , : • . , frYk -fo<- i , . 1 .6ecs , 1 , i --I---r 1 i ! i ,• . : •. ! . 1 . 1 . . 1 : . , . . i ! : . 1 , : . . ' i, •! : 1 I ti A.41 i 4' 2..! 1 3 .12...s::4(3!) 5. 1-4/12) t- co' pl-r i• '-"-.2i I 6 Id?I'C.1 . : . . . I : - , _ , , , 1 , , . • . : p IV Se'C (...1.,t10- i , . —,- , , 1 : : . 1 i . .• • . ! . : . . . p4--1- I : I :I 1 1 : ' 14)< (2, 0 1 , (3.5 • :jfr/4) "' 1-1 1-11 i .- sic 1 • ,....„ , t I 1 : i • : . . 1 : 1 1 [ ! • : : i . . : 1 ! . ti- i C 'N 12. 7 1* ' )4-55 ,-,e.is ,•,., 01c . e IN14-0.AS 6 ),(4- 2.-;f4.••• •• f , . , I i . : ... . . , . : . . : . , , : , , ..i : i ____ .•: . , i . . . , : 1 : , . ___ :---H . : . : I. 1 i ! : , i-- ! , .••• : 1 . . . . 7" 1 . ...... . . . . -,.. . ,. : . : • .• j . . , t! . : . ! .. . .. • 1 I : : i .• . ,. . . : 1 . , . . . , . I : : I : . 1 : ! . . . : I : . : . . . • . . : I .•• : : .• : 1 . . I : . i : , ! , . 1 : • . .__ _ . : . •H—.- , . • i -I r----,- i . . . I . . : .• . .1 i . • t , :, , ! 1 i : I i . : . . 1 . . Project Title: Kiddie Academy-Tigard Engineer: Project ID: 1980142.01 6. Project Descr: Steel Beam File=E:Iadcadd11910142.01 Kiddie Academy-TigardlBoones Ferry\Structurallcalcs.ec6 . Software copyright ENERCALC,INC.1983-2018,Build:10.18.11.30 . Lic.#: KW-06006865 Licensee :CIDA INC. Description: entry canopy fascia beam CODE REFERENCES Calculations per AISC 360-10, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set:ASCE 7-10 Material Properties Analysis Method: Allowable Strength Design Fy:Steel Yield: 36.0 ksi Beam Bracing: Completely Unbraced E:Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending D(0.055)S(0.045) a o o a a X. -._...--------- -. .. . T -- --__ _-. ._.... . .--..-- y MC18x42.7 j Span=23.0 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load: D=0.0550, S=0.0450 k/ft, Tributary Width= 1.0 ft DESIGN SUMMARY Design OK Maximum Bending Stress Ratio = 0.128: 1 Maximum Shear Stress Ratio= 0.011 : 1 'qiitiov Section used for this span MC18x42.7 Section used for this span MC18x42.7 Ma:Applied 6.613k-ft Va:Applied 1.150 k Mn/Omega :Allowable 51.565 k-ft Vn/Omega:Allowable 104.766 k Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span 11.500ft Location of maximum on span 0.000 ft Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 Maximum Deflection Max Downward Transient Deflection 0.018 in Ratio= 15,578>=240 Max Upward Transient Deflection 0.000 in Ratio= 0 <240 Max Downward Total Deflection 0.039 in Ratio= 7010 >=180 Max Upward Total Deflection 0.000 in Ratio= 0 <180 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 1.150 1.150 Overall MINimum 0.518 0.518 +D+S+H 1.150 1.150 D Only 0.633 0.633 S Only 0.518 0.518 Project Title: Kiddie Academy-Tigard Engineer: Project ID: 1980142.01 Project Descr: Steel Beam File=E:Iadcadd11910142.01 Kiddie Academy-Tigard\Boones FerrylStructurallcalcs.ec6 vy Software copyright ENERCALC,INC.1983-2018,Build:10.18.11.30 . Lic.#: KW-06006865 Licensee:CIDA INC. Description: entry canopy hss beam CODE REFERENCES Calculations per AISC 360-10, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set:ASCE 7-10 Material Properties Analysis Method: Allowable Strength Design Fy:Steel Yield: 40.0 ksi Beam Bracing: Completely Unbraced E:Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending D(0.025)S(0.045) HSS6x4x1/4 i Span=23.0 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load: D=0.0250, S=0.0450 k/ft, Tributary Width=1.0 ft DESIGN SUMMARY Design OK Maximum Bending Stress Ratio = 0.272: 1 Maximum Shear Stress Ratio= 0.023 : 1 Section used for this span HSS6x4x1/4 Section used for this span HSS6x4x1/4 Ma:Applied 4.629 k-ft Va:Applied 0.8050 k Mn/Omega:Allowable 17.026 k-ft Vn/Omega:Allowable 35.501 k Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span 11.500ft Location of maximum on span 0.000 ft Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 Maximum Deflection Max Downward Transient Deflection 0.469 in Ratio= 587>=240 Max Upward Transient Deflection 0.000 in Ratio= 0<240 Max Downward Total Deflection 0.731 in Ratio= 378>=180 Max Upward Total Deflection 0.000 in Ratio= 0 <180 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.805 0.805 Overall MINimum 0.288 0.288 +D+S+H 0.805 0.805 D Only 0.288 0.288 S Only 0.518 0.518 11 15895 SW 72ND AVENUE, SUITE 200 PORTLAND,OREGON 97224 TEL:503.226,1285 FAX:503.226.1670 E-MAIL:info@cidainc.com PROJECT NAME: KICI di TAard PROJ. No. I c( oitdz,,,oi SHEET (5 . 3 L tz/b1/10 I 11 TITLE: . B r: DATE: ! ' 1 i : 1 : . . i : 1 • . - -- -1--! -4.- - , ..• . . :' 1 ' , : ! --.1-• - r ' jj,,, i , ,• . i . . 1.. i : • i 1 . .: .. I ! :•• , ± • . 1 , ! , i -- ' . , gA . ., .. , .. . , i 11 : ,•• I' .. i 1 CO r‘611 L)10P---UT.1 ,•' i i• . , . ,• . : 1 : 1 I : I . ----' i --- -- r . i . : • .• • 1 I ! ! 1 . , .•••' i . i .: ! , i i , :••, . 1 . 1 i p.ss. - . 1 . i , 1 . i , , .•• : , : : , . „ , . . i , . , ; : , ' 1 , i ! . , ! . 1 i I •• , ] .1H, 3 ,,5 )(1,o) 2 0-1 s -H--h- • • i•: . : . . , ..•• , 1 I : .•• . , .••, . . . .. . .. i• i•, j' i . . : i , :•• : ---+ : . • .' . 1 ____*st' 7 pi-r . , .___, ! : i„ 1 .• 1 , , , - 1 , „ .•• : , I I. . . : . .. H--- i , i ! — -"--!"------H , I, • : ..• ,•1 ''------' 7 Co, 00-i 7,1 I i i-• ----- ---1------ ---- . I i ! 4 4 51 pW .0-\41>ir.) 1 looLe . : ,•• , , . , . 1• , , • : . • : . •• ! i , ,. , i 1 i .• I :. ; :•• 1:•' I i [, . . bier I .s4)ppoli--' ' 4-$.. ; coic))--Irls, 1 : , , • : „ .; ,, , 1 , 1 , „ • . . • I, ••, ;•„ , „ . . . : : _Hoz____,p ( it 5 sot()( 0 ciiii)-4.70-i s 1 e iLr),(3: .5 -41--4.) -- 4-1 . , 1 1 , 1 , , • • , , , , , , , . , I , . . : . ; „ . 1 k) ,, , 1 ... 1 . .• ' . . .. 1 '. I i • , . . ._ :5 s. • F' Li 5 14-',He)-0' ii3-41-(4 .!.= (e7.,5"' 117 , , , , , , , , , , , , , 1•1 , , . , . , 1 1..-: !( --/— -1 1 1 : . i , , ! ._, I 1! : ! i , . .• ,, , ' , 1 I . , • 1 .. ,• : ' 1: (5„ . 7 , ItA)in ,....: r 1 . 5 .f.4-12.),(3o ifrt'z) --- 2.6. „f9s If: 1 , ,• , 1 1 1 1 1 ; , „•• I . ..••• . 4 [ ; , :•: ; 1 , • 1 , : = , • Lt 3; 0 :, , 1 „ , .4 ' 1 1 .... '2- g.7; 10, , 1 „ „ . . , , , : , . , PL.: 0 .125 ; (7 •,__51 ---- , , ! ; -----f b -:-! I 1 , . t___T _, . i • 5 . , . • • : 1 A-5P! cifil-rr+ . • 1 . — ---i- ! I 1 . , 1 , . :, i , , : • !----+ 1 4 — ------, I , . ! 1 : : i . ..: , , —!-- I: : , . , ___—__i• :• : ---E--- , : 1 , , : . . , , • ! . ,• ,. • I. : .. . •••• , . : • : •• . .__ __ ,....._,_ • . . 4 : t11- 1 , , : ! • ! ,! : . .. 1 , •. I , : . ,• ! i, ___4_____ I____F _.........„__ , • , . . : i : —H--: ----H I , : . , . , : . , r 1 , : !: .• ! , !--------- , .„ ,_ , i --'----- : : .__.!_ „ : -1---- -- — ___ F .. • .••• . . -- , ! , . , ..•: : • . H : ----• : , . , , * 1 ; . •I F , . .. !' .• , i' 1 : . , { , 1 I „ : . ., , • . , . . - 15895 SW 72ND AVENUE,SUITE 200 4 PORTLAND,OREGON 97224 TEL:503.226.1285 FAX:503.226.1670 E-MAIL:info@cidainc.c/o m /�{ PROJECT NAME: �'ci '� �� PRGJ.NO. I 1 O 1 z� D I SHEET �� v TITLE: -._ By: 3 4C, DATE: I Z/wZO • • en . }_ • J h Q � al"GIV1jy � A►�V UGC► _ , ..... Ts !So va + �7 !,,tS S Ib. . : : „ . . . :_.„ , , • . ,•• , : . • • . MI la ah IS r__ , , . , : : • , 1111 Iri I rIIMIWIOII I 5 uz"- 4 • �S I b (D• la— i 9vv : U I- �. '1 D Pz -I- • i: i • Ct • a�' hey; w _ Ib��7' �'� t. �' 1133Z_ (�JS J ! ""Sir k • • ) , il r P� � I� 3 � Ca -fz` C � -�iz 7Zu• Ib ss • • • • • 1 --'. 1(2,15 ps[ )-T..):( . , , II • W u. .. r....- ..:.... ....... a.ru.. ;....... .... ..... :.. u.. � .. .: ..... ....a..,, .-.. .... u is -.. Project Title: Kiddie Academy-Tigard Engineer: Project ID: 1980142.01 Project Descr: Steel Beam File=E:Iadcadd11910142.01 Kiddie Academy-Tigard\Boones Ferry\Structurallcalcs.ec6 . ' Software copyright ENERCALC,INC.1983-2018,Build:10.18.11.30 . Lic.#: KW-06006865 Licensee:CIDA INC. Description: king stud wl canopy hanger CODE REFERENCES Calculations per AISC 360-10, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set:ASCE 7-10 Material Properties Analysis Method: Allowable Strength Design Fy:Steel Yield: 50.0 ksi Beam Bracing: Beam is Fully Braced against lateral-torsional buckling E:Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending ° W(O 2) W(001 41Y((?36)D(-O 9)S(-0 675)W(0 45) D(0 9)S(0.675)W(-0 45) 1 1 ° HSS5x3x1/4 Span= 16.670 ft r Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load: W=0.0110 k/ft, Tributary Width=1.0 ft Point Load: W=0.360 k @ 9.250 ft,(header) Point Load: W=0.20 k @ 2.0 ft,(sill) Point Load: D=-0.90, S=-0.6750, W=0.450 k @ 11.50 ft,(canopy) Point Load: D=0.90, S=0.6750, W=-0.450 k @ 15.0 ft,(canopy) DESIGN SUMMARY Design OK Maximum Bending Stress Ratio = 0.283: 1 Maximum Shear Stress Ratio= 0.035 : 1 Section used for this span HSS5x3x1/4 Section used for this span HSS5x3x1/4 Ma:Applied 3.796 k-ft Va:Applied 1.244 k Mn/Omega:Allowable 13.423 k-ft Vn/Omega:Allowable 36.005 k Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span 11.478ft Location of maximum on span 11.526 ft Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 Maximum Deflection Max Downward Transient Deflection 0.175 in Ratio= 1,1 44>=360 Max Upward Transient Deflection -0.189 in Ratio= 1,060 >=360 Max Downward Total Deflection 0.000 in Ratio= 0 <240 Max Upward Total Deflection -0.440 in Ratio= 454 >=240 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.522 0.331 Overall MINimum 0.124 0.142 +D+S+H -0.331 0.331 +D+0.60W+H 0.124 0.322 +0.600+0.60W+0.60H 0.200 0.246 D Only -0.189 0.189 S Only -0.142 0.142 W Only 0.522 0.221 15895 SW 72ND AVENUE,SUITE 200 < PORTLAND,OREGON 97224 TEL:503.226.1285 FAX:503,226.1670 E-MAIL: info@cidainc.com ��' �A{y/�/J� ��'/) PROJECT NAME: K! de�V YIS..�ii�h x VF. '.,_: I OI i 2..0I SHEET �� : VTITLE: BY'. C DATE: 1 ZWV2/1) • • er,W;Nol o� • s ' r _1 ! i_ 5 3 • 1 b _j GX ('e Gt��a�-� G eS - r-1 ,�5 rT � le . (�� ' i _ 1 1 : 1 1 i • I • • T-_ T r 1 ; i I -H- I ! ! I I • 1 I -t I _—I _�-__ —. - ; ..-rt -- --- —a ___ ___._in__. .._+ j 1 — -- ' }.. - • I i _ - : 1. .j-� .__ - - _ - T 1 -� -i } 1 I T - I ._ ; I __-� -- -. .- I j - i _L 1 : ; • . 1 i 11 15895 SW 72ND AVENUE,SUITE 200 PORTLAND,OREGON 97224 TEL:503.226.1285 FAX:503.226.1670 E-MAIL:info©cidainc.com �)/�/ / a lliPROJECT NAME: ^I�j,I t' �iaarS Pay:;. No. / 1" i`"G Z/0I SHEET C.'i -1 1 TITLE: -..--- _. BY_ S".- DATE: t Z/ZV O vh_o _pics ' • 1 LA)AS,1* , ,• SID pur I; si 3 '_ i • 1"lGZx44,) reGk h :••• i ,, +, . :• ,!,. . : , ., : , ,.... , , , ( 11.4 .. . pV) z : 3 r r-ir-: , g :r-id WQ 11;.._ : • ii • r: _ _,,_ , i b i� p3 ! ! 3 0o: , 1 , ,_,___, . L ,_ snoc.J to G 1�G 5 rr-� • — • i• • ,...1 Z5 ptC35ps p$( o 6 . , ,TI, „ . . s g �Cz5 + (3 y T- Snoc,.> - i ce 6�40" i_ • f i . 19?-T 1 ! psry c1.3 az2L: , ,., , ,,..,./z) 4 ii 17( ‘' or -;:ri,_ i lg I I _(7z9lc) +'r/3 � P� Pj z i- • - - j —_ t T \5895SvV7ZND AVENUE,SUITE ZOU ' PORTLAND,DREGDN 97224 TEL5O].226 |28S FAX:5O32l6 |67O E'MA|Lin�0Dcid�nccom ------ br - -J ) «� ��| /~ |y7pm»Eo NAME: |�� J-, \ �� /' K] pmj. wo. s°cr �� '~ 0 T.,'". BY: - Is»`- _ oATc 71 Dill ip Ts Oi _jh) - 16) lb 2�7 let rv;c 6_94�v 4 -�T -- / � � � ' � ^ ` � � . . � ,.,-- pl 508R9T5LSAWND7,20NRDEGAV0ENNU9E7,252U4ITE 200 401,‘ .,,.:. TEL:503.226.1285 FAX:503.226.1670 -i LIE-MAIL:info@cidainc,com ..., I r 0 1 L'i ?,01 G II r-cl NO.PROIECT NAME: 14 41.e Ia PROj. SHEET V TITLE: B r: 61Z_ C DATE: )Z/Z,37j0 I!, '71 ,-- ! ! : • ! ! ! ; ! 11 ] _ ; ! ! ! : : : ! ! ! ! ! 7 ! ! 7----7 -7 I ! , i : : , : : : ! , : , ! 1 : ! 1 : ; : : i 1 • , 1 , • 1 1 1 1, 1 1 1 1 1 . 1 ; 1 11 ' -1 J.7 : ., 1 I- 1 1 1 1' `1 -E 1: ! ! ! ! ! ! 1 ! ! ! ! , ! ! 1 1 :1 11 ! 1 _._ , , 1 5/8"diameter rod: , A:= 0.31in2 d:= 0.625in d r:. — ____._, _.,___, ,. _,__. ,i.._,I ; IF r= 0.156in KL:= 3ft.1-2- li 1 1 4 i ! 1 1 F .= 36ksi Y• E:.-- 29000ksi := 1.67 KL=4.243 ft : , , , ! ! , : , , : ___ _ __, 1 : 1 : ---i) 1 i compression check: 1 : • : 1 , .. KL 1 ! , 4.7I• — = 133.681 F Y I / Fa:= 0.877.-- Fci.=2.364 ksi ! ! • ! 1 I , ! Pn's---- Fer:A — =438.882 lb _L_ , I k, r ) 1 ! : ! ! ! 1 7 ! 1 7 I : , l i -fi--- Ii : i , , , , , , : , , , , . , — ! , i ; , 1 i ! ! ! ! :, 1 1 ; :_l__ 1 I .._ ! .i —4: ---i i , i , , , ; ; , ! : : , 1 , I 41: 11 ! 11 ' . 1 liii __.1 ____L_. 1 ; l11 ; I ___! ---;-. :-1,- : . ti -- - i -- - ------Tlill i : 1 : 111 ", 11 : ii i . I 1 1 1 : 1 funk) c.oliNti,cc. i-ot 1 (..li'a II : ! . ..,___ _' , , _H__1 .11 _1___ .. , i(00, 115/ , s : /7 i: ii I i , , i , - . : 7 ; ' L J—_;.. I ; 1 _____L ._,__ _ (2' 1 , , ' -- 1' 1 11 ( 7 11 ,1-f- 11Q 1 I b ::: Z12-7. Ilb • ! 1 1 • , 1 ; .. D11-S SCreit.J- k; -Ge, 1(1,15)(Z-atO 3 $ )12 .-...ic-1-1 . ! : . — -,1.( i) 1 ei d4cL_ . 1 , , : 1 - I i 1 . (iii5)-(-m- 0 _--icz ii, eci, .,., 'T , 7) , a,/e, ue,,k. , , 1 ! . , ..,. . , , , _,_ , . , , , . , : , , i I ! --- - I ----- ! , _ —. i ! : ' ;,- ! ! • : : I ' : 1 ' 111 : 1 I i ! • ' : : : ' : ' ; 1 I ! 1 ' IL f?' 4- ' ' '_apy' ' Wob+' ' , —(,act ' --06 14 Ltir , , p can ,s,t) ±: i __, 1 ___. , 1 i ; [ ,. : !--,,- i : ; • i 1 :: : , , ot.i8ileci ' 04e. lot cPre41,11,1 H-"1 ciap.m nof s hacc. 6d ,..,,,)1: : . „ / ' k-'i ' , f1-'4c1 ' '1,s_____ , , . , , , _*11Z1_14-1 0 I, 0,:k. ,' se',e :', ---79/) , T-'117,x6. ___' 1 _IL 1. , _,___ 1 ,i i -t-- ' Project Title: Kiddie Academy-Tigard Engineer: / Z Project IDD: 1980142.01 (..� Project Descr: Wood Beam File=E:\adcadd\19\0142.01 Kiddie Academy-Tigard\Boons Ferry\Structurallcalcs.ec6 . Software co. r, t ENERCALC,INC.1983-2018,Build:10.18.11.30 . Lic.#: KW-06006865 Licensee: CIDA INC. Description posts at side canopy CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb+ 900.0 psi E:Modulus of Elasticity Load Combination ASCE 7-10 Fb- 900.0 psi Ebend-xx 1,600.0 ksi Fc-Pr!' 1,350.0 psi Eminbend-xx 580.0 ksi Wood Species : Douglas Fir-Larch Fc-Perp 625.0 psi Wood Grade : No.2 Fv 180.0 psi Ft 575.0 psi Density 31.210pcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling �nn(_ S(-0.312)W(0.275 3(0.125)S(0.312)W(-0.275) b b W[V� I b I 14111 4x6 014 Span=16.330 ft ,; AAApplied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load: W=0.02350, Tributary Width=1.0 ft Point Load: D=-0.1250, S=-0.3120, W=0.2750 k @ 9.50 ft,(canopy) Point Load: D=0.1250, S=0.3120, W=-0.2750 k @ 13.0 ft,(canopy) DESIGN SUMMARY Design OK Maximum Bending Stress Ratio = 0.449 1 Maximum Shear Stress Ratio = 0.129 : 1 Section used for this span 4x6 Section used for this span 4x6 fb:Actual = 603.58 psi fv:Actual = 26.75 psi FB:Allowable = 1,345.50psi Fv:Allowable = 207.00 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 9.476ft Location of maximum on span = 9.536 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.295 in Ratio= 664>=360 Max Upward Transient Deflection -0.244 in Ratio= 803>=360 Max Downward Total Deflection 0.000 in Ratio= 0<240 Max Upward Total Deflection -0.342 in Ratio= 573>=240 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.251 0.133 Overall MINimum 0.251 0.133 +D+S+H -0.094 0.094 +D+0.60W+H 0.124 0.107 +0.60D+0.60W+0.60H 0.134 0.096 D Only -0.027 0.027 S Only -0.067 0.067 W Only 0.251 0.133 � |5D95Svv72wD AVENUE,SUITE zOo / PORTLANC\OREGDN 97I2* � TEL50l226]285 FAX:60]226.|67O ' E'MA|Lin��0 id�nc.com ' ------ pmOJo, w^°s pRO,.wo. /_L`^ L ^�~ ' - ' SHEET TITLE: u� s. _ BY: �=��-~~~�' DATE: -- 7- -- � Ll 71 1, 151 2 z 42 : . � [ �T � - -T--- p .1•i' it 15895 SW 72ND AVENUE,SUITE 200 111 PORTLAND,OREGON 97224 TEL:503.226.1285 FAX:503.226.1670 :,'• E-MAIL:info@cidainc.com .).; j C 1 Li 14 CIA 1-1‘. Ofd d PROJ, N o. iq 01 42 .(9 ) PROJECT NAME: SHEET 2 i 5 1Z. -- DATE; /2./43/ 0 .j V TtTLE: BY: :1 i .•:...... ::... i I , J ......___ :. I. 1 .: . ! , :.••: . . . . . , . . . . , . . V i , : . . .•' . . ni ec ;_4T!______rObli(1 °Ir.N. Jra . .-4 af! iv+ 4'1' ;' 17 ' 17 1 : , i 1 : H___, !: --f-----' I 1-- 1 : . . . , ! • -__:___! ! , . . . . : . . ,. . . , : , : , I . . . , : 105 et,-----, ; --- 1 I- i : ; i I ; 1 1' ! I •.. I IMOMMEMIll _. 4._ . . 1 I , . . , I : , ! 4 , 1 - • : • , . . : .b . , : ! , • , ; ; " ; ; i : . JH.___.4 . 1 : . r 1 --, 1 ' I , ..... ---- 1 1 ! . •. I 1 1 ! . I 1 .• , i I I . • --- : •,---4-- : -4- 1 . ! : 1 i. „ . , . I • ! ___ •,__.. 1 , 1 , . :A 3 42.L, , • — II : —---i- . : i ! . „ . : • : . , • , ...._ _ 1---1 • ---51-- i : , , . . i li, 1 7-10-at i fel' - odNi 716,4 , 1 '-44ef,L 6 • efbq . : : . : : • — : I I : i ' . -1----. 1----- --7- ------- ---,, . • ---- V.'7. (44 37 1 lb)/ 1-1 ,' !•,-,,,,„ , : , , . • , : , 1 , = ,'t v,-1 ! t • I ! • ti !-•-- ----- f---- ---t- -!--- - -! — 1—i• -r- -I I . i . . . I 1 • . ....._,) : • .• , •. i . )y _ _. : c-1 3 7 Alti 4 , 04. 3 7E7. 17 4-1,75 ify 4 . 5#\..-N' Y!• , ! , , i k i 1 1' e(,ce,e) ; c' ,ly 1 61,c ;itf)--h, 44' 11 'coed . 1 , e,leret- -1,edistevri i , : __.4._ _; _ : ! .__i 4 i , • ____ __, ! 1------1 : • ____4.... ._;._. 1 ! 1 I . : I : ! ! : . 1 . . : . I I . . • : , .—.----.- ; -,--•1—, ,- , _____4_ H___i_t_.. ....._._ i _ ____i_ . . : 1. I 1 lip 7.i.), - 317 1112: , • . , .• . . . . . . .• 1 „ . , i 1 . . .•• . . . : , . —,_ „I i i --1.---(-- - : \ • . --„ 7 i a , . : . , 1 I _._L___. , ..____ __,_ a ra , t'' , 1_09 112) •-• .••• : : ., . , . • ', -:- __ ._I . , . : ,r"--11 !--• , -4 -- -' ! : • . .).--; ...,, ---- . . ! . . . I C. I 1 . i---' . i kl 7 / "1") ) :. : \r"---(7 , , . ,(Lcz 0 tb. 7 14,:g 3 1 1 , . ! . — -I 1 4____. 1 , , . •, 1 , -1 , , . .• „ • • „ • : , : 4: _4____. -___t_i : _ _. --- -,---: . . . I . . : i : , 1 i___I 1 iefL a" L'___I I ( 3g 5 )0 7--Lti L3 0241 i _i_______,,,,•i _,I______,___I __________L • : ______, - - ! , !• • !_____,_____, : . • i ----t- ---- 1 , :7-sc o0)3t IN!, 7 1' t (1 i g 5 )1:.3) $•,N h', 7 I . . , , . 1 _ , _____ • [!•----!, . . 1 . : ! • ; __I___H___ ' , ,_ , . . V v/T— 11 I • .„(10c1 „ lb) ' + 1(- 1 7 I 0 • 77 3: , .• r- . i__ _ 4 I . : 1 . : . . : . : : ! __. ! ! _4__ •__, ___,_ „_____ - h--- , - I : : . i . . , _H_ V . ' ! 1 1 : . ; — !__ -4_- -: : --,---- 1-- . 1 : , : . , . ! 1 ! • . I : . •. 1 .___ ___,. __4____ . ---- _ _ I _4-___. __4_ i ! , . . . ! : . • „ , : I , I ; . : : . • . • ; : • . - ::•----- ' F I , -i--- i ,--- ; !-- . . . 1 . . . 1 1 : • . .• .I. : • • 1 ,• i 1 . --1---- . i , t ._— _ '---i--- I 1 1 •