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Specifications (39) 7 . . E- c)e Se3 Wceec- OFFICE COPY cm i:, - BUILDING DIVISION STRUCTURAL CALCULATIONS FOR iniNc Hall Pointe Town EEuRBRsAuLilding D - Carports It CT tri7;s.s..„ 4ern Fitklu,; tANY-- '449 1 ,.1r1 ,,,..,,. ip ..0 : y , p 4,41 -,441Sr4' (t. #1.41pig 44.11 G. v OFFICE COPY ih10, la in STRUCT Tigard, Oregon 1111111111.1111111ENGIN 7::-17117-ITC;77:12 1 41) Poet: j-iall epinte Townllome, Building A Client: _ EScV Development Proj. No: 15-1 7..A_ Date: _____ 3/2016 By: ___B13_Sheet No.: COVER 1 1 2700 SE HARRISON STREET.MILWAVICIE OR.97222. 503-607-0481.FAX 503-607-0486.bill@hkengineers.com • &2"1//*-g-f-SiD P/#11 :14-t/V‘.9 - _.f. -:, --,.- T-------PC*2_ ( M 14 ' -_ • t t— ii-i51E-- ti,-- -Aveiti . . 544-7,02. 1.14:1_ ,. 5- - -- - - i - e-4—/` : w-ik,/ . reitilitZMM . . MIN ;_____ . 0 ei ( z-s----4-1(4 ( .7.,") r 10 its` -r- ez,, . . /0)02-4--201 0 2, - ' f -1,-. .. d, ateM — t ( ) 7,& .. • 40 : . i' ��_ 9 e. 6., r ri4ti -ft 1 i i sn . (;),_ .1:41,-T 4,, v-- /iiPtioi - 54.- -.1.'-- /27, yN ''? -1z. 7 / S-1 p� I ` j iL tit �... 02295111F . INC. Project: / if.- A*/IE l' A( 16 MI ■I STRUCTURAL Client: ti ENGINEERS 4' Proj.No.: Date: By: na Sheet No.: 2700 SE HARRISON ST.STE.B,M)LWVAUHIE OR,97222,503-607-0481,FAX 503-607-0486. matt@bkengineers corn • : .. . : . . . . _ . .. . sft is /Z/, 1 . . • • . . .. .. .. .. It�T Project:• S.® STRUCTURAL 1 4/fro 6 ` URAL Client: % " 4 AtSVICIA00.e Proj.No.: miwillakillEENGINEERS Date: loiloi,fiter By:i _ Sheet No.: 2700 SE HARRISON ST.STE S,MILWVAUHI£OR.97222,503-607-0481.FAX 503-607-0986, matt@bkengineers-corn __. ■ . .. . . . . . t• . . : . ■ . . ■ t _d1 -,4:, , . ._ . ■ - . . ... , . Al -.....,,41 01 . . . . . . i nIII .. . . . . .. . - . .. . . , , i • no_ ROOF FRAMING PLAN • • .-_. r„,-+ /o CFz) , , c rwr.„..k. 6o) . .. .- . . , , • st • '�' 'tr FOUNDATION PLAN IblIVIIIit\ C. Project: ZafA4Z0 ZialAii . • CIi ii STRUCTURAL Client: 4 V Vi i' . Proj.No.. , ® ENGINEERS Date: // / By: 06 Sheet No.: — 2700 SE HARRISON ST.STE.B,MILWAUKJE OR,97222,503-607-0481,FAX 503-607-0486. bio@bkengineers.cmn 1177 ."*... • . . . • . - - f � t --Li ), . c45:/..).) • : : (--.. .. 4S -- --.. .. - . , -- - 1.10 - ` ) il ... ... . .. ex 7� _ / 7 / pse r ... . cm-h) g*-rftr_ a piiir ./44 . 417t i - fir. O C --`. F MIEVISI NCC Project: � i ' Attr05, • U Ell STRUCTURAL Client: (4 vg, rr..,4pro'.No.: I � ENGINEERS Proj. 1/ 16.04► By:, Sheet No.:—Y"--- 2700 SE HARRISON ST.STE.B,MILWAUKIE OR,97222,503-607-0481,FAX 503-607-0486. bill@bkengineers.com r 0 T y} . Y 4 f P � .. / 'K'r, •-• - & may.. ���.r��.r: -;,)i*,,,,p 7,4( � / ... . 0 •-P(/' ••-P c;- -- ./.#47:67°: ' , ........ ....4.1.;;tt:--414.i. e:;;.ik- . ... 0 ,,,,,j,,„ ,•_,,,,,6.7_•40)..__-( Sia ,r1: 04',.. /504440#1,- , MIIIV® INCe Project: /;e�' • cii ®f STRUCTURAL 111, ENGINEERS client: f� f.� r Proj.No.: Date: /144 . By: _ Sheet No.:—Tc- 2700 SE HARRISON ST.STE.B,MILWAUKIE OR,97222,503-607-0481,FAX 503-607-0486. bili@bkengineers.com j i mow��i1L. ,s You can changethisarea ®k.1 ., T x using the"Settings"menu item T�UCTUR-A L and then using the"Printing& 1111P1111M1111111ENGINEERS Tittle Block"selection. Title Block Line 6 • :1:;.!:,01,._:0,1F_ oot.r,g lrxaf�edded�� Soil _ >~16. ct 0wKtrnrA 1 BKEtOes tLLsr 1 lcatcs.et:6 LiC W-06007984 t=NERCALC,lNC f98riSe 9,BK:E 5GINE 61b .I Description: Embeded Footing Lscensee:BK ENGINEERS>INC i;:Code•References Calculations per IBC 2012 1807.3, CBC 2013,ASCE 7-10 Load Combinations Used :ASCE 7-10 r Genera!InformatJon Pole Footing Shape Circular Pole Footing Diameter 30.0 in Calculate Min.Depth for Allowable Pressures Lateral Restraint at Ground Surface Pn44 Loan Allow Passive 333.0 Pcf -- A Max Passive 1,500.0 psf Controlling Values ': Governing Load Combination: -f-0+0.70E.*1 Lateral Load 0.5880 k Moment 6.174 k-ft Restraint @ Ground Surface Pressure at Depth I Sal Surma e Surface lateral Restraint Actual 993.59 Psi ; �. Allowable 1,082.25 Psf Surface Retraint Force c ` E - 4 fi24 85 lbs • :,,,:e.;__„- -4.‘,4-..W-e.4-0-0w � is y,.✓'f .r- •r,:.... ,r'y ` ma.:, �'�».s ..>.:,.. .,._'..:: Footing Diameter=7-6" . Footing Base Area 4.909 ftA21 I Maximum Soil Pressure 1.357 ksf r Appfrer!roads Lateral Concentrated Load (k) Lateral Distributed Loads (ktf) Applied Moment(kft) Vertical Load (k) D:Dead Load 0.0 k 0.0 0.0 0.0 k/ft 0.0 k-ft Lr:Roof Live 0.0 k 0.0 0.0 0-0 ktft 0.0 k-ft 4.7.760 k L:Live 0.0 k0 k 0.0 0.0 0.0 k/ft 0.0 k-ft 0..0 k S:Snow 0.0 k 0.0 0.0 0.0 k/ft 0.0 k-ft W:Wind 0.0 k 0.0 0.0 0.0 k/ft 0.0 k E:Earthquake 0.840 k0.0 k-ft 0.0 k 0.0 0.0 0.0 kilt 0.0 k-ft H H.Lateral Earth 0.0 k 0.0 0.0 0.0 k/ft0.0 k Load distance above TOP of Load above ground surface 0 0 k ft 0.0 k ground surface 10.50 ft 0.0 0.0 0.0 ft BOTTOM of Load above ground surface 0.0 0.0 0.0 ft l Load Coli1tbination;Results: Ci--i•,,-f:,:"t ¢ /W_. � , ' &- 'Yn-'''.h '. s,.' i • €---c. ' r ✓'i� �r"r*,y 'r � :; rs ' 1-10 / * r4 a(.' bu �' ` ty,,,v4 - ! . ,, / i � , y,,,,,,,,,,,,s„,_„..,:„.„..,„„,,,,,,,„,,,,,..„, t'"s ,i*' : „ , fI ,.. a.- r r ' � TFi 0.000 0.000 0.13 0.0 41.6 1.000 +D+L+H 0.000 0.000 0.13 0.0 41.6 1.000 +4J+Lr+H 0.000 0.000 0.13 0.0 41.6 1.000 +D+S+}{ 0.000 0.000 0.13 0.0 41.6 1.000 +D+0.75013+0.750L+H 0.000 0.000 0.13 0.0 41.6 1.000 +0+0.750L+0.7505+H 0.000 0.000 0.13 0.0 41.6 1.000 +D+0.60W-tti 0.000 0.000 0.13 0.0 41.6 1.000 +0+0.70E+H 0.588 6.174 3.25 993.7 1,082.3 1.000 • *D+0.750Lr+0.750L+0.450W+1-i 0.000 0.000 0.13 0.0 41.6 1.000 1 Ari.,Cor 11111 .WIIN U. a o You can change this area SI�■SI ® using the"Settings"menu item SI STRUCTURAL and hen using the*Printing& RIIIIENGINEERS Title Block'selection. Title Block Line 6 • Pole ffOOtittg .g edde i to SO1, File ENERC LC iN l9 .1 B we d8 Tia. l6 l ENER,C SNC i98$2fel Budd _1 N4 1;VEr 7&5I 1, Li id # _}4,666o7984 Licensee:BK ENGINEERSINC_ Description: Embeded Footing +D+0.750L+0.750S+0.450W+1-1 0.000 0.000 0.13 0.0 41.6 1.000 +D+0.750L+0.750S+0.5250E41 0.441 4.631 2.68 952.4 957.4 1.000 +0.60D40.60W40.60N 0.000 0.000 0.13 0.0 41.6 1.000 +0.60D+0.70E+0.60F1 0.588 6.174 3.25 993.7 1,082.3 1.000 • • VI I ,we block Line 1 1111111 ®IR o You can change this area UC1 II using the"Settings"menu item �Rt� j V,i Li and then using the'Printing& .111.1[111. Block'Title tion. Title Block Line 6 alWWOCI CO�v. t1ltntn r:,�-c�€1s siau�T�vn a Deskropiai .sr t Lrc # KW 0600 9 ENERCALC lNC.1983-2'Qis.aeniiilil65f1ver$ 6511 Description: Cantilevered post Lccense BK ENG3N Ef2S1NG; ;Code References Calculations per 2012 NDS, IBC 2012,CBC 2013,ASCE 7-10 2 Load Combinations Used:ASCE 7-10 r ki:00:40iiiildfOfilWiii:62:,:;:,:gaiNg-,::MEIRE:gwilEtigi:!,:i::!;m:!:;, Analysis Method: Allowable Stress Design Wood Section Name 8x8 End Fixities Top Pinned, Bottom Fixed Wood Grading/Manuf. Graded Lumber Overall Column Height 10.50 ft Wood Member Type Sawn (Used for non-slender calculations) Wood Species Douglas Fir-Larch Exact Width 7.50 in Allow Stress Modification Factors Wood Grade No.1 Exact Depth 7.50 in Cf or Cv for Bending 1.0 Area 56250 in"2 Cf or Cv for Compression 1.p Fb-Tension 1200 psi Fv 170 psi lx 263.672 in^4 Cf or Cv for Tension 1.0 Fb-Compr 1200 psi Ft 825 psi ly 263.672 in^4 Cm:Wet Use Factor 1.0 Fc-Pill 1000 psi Density 31.2 pc{ Fc Perp 625 psi Ct:Temperature Factor 1.0 E:Modulus of Elasticity... x-x Bending y-y Bending Axial Cfu:Flat Use Factor 1.0 Basic 1600 1600 1600 ksi Kf:Built-up columns 1.0 NDS 153.2 Minimum 580 50 Use Cr:Repetitive? No Brace condition for deflection(buckling)along columns: X-X(width)axis: Unbraced Length for X-X Axis buckling=10.50 ft,K=2.1 Y-Y(depth)axis: Unbraced Length for X-X Axis buckling=10.50 ft K=2.1 1401-64.44iRiUNgiaD4WAWINRIPP Service loads entered.Load Factors will be applied for calculations. Column self weight included 127.969 lbs*Dead Load Factor • AXIAL LOADS... Axial Load at 10.50 ft,D=1.90,Lr=4.760 k BENDING LOADS... Lat.Point Load al 10.50 ft creating Mx-x,E=0.840 k 3 t3ES1GAf.S:UMMARY Bending&Shear Check Results PASS Max.Axial+Bending Stress Ratio = 0.340:1 Maximum SERVICE Lateral Load Reactions.. Load Combination +D+Lr-*l Top along Y-Y 0.0 k Bottom along Y-Y 0.0 k Governing NDS Forurnla Comp Only, fciFc' Top along X-X 0.0 k Bottom along X-X 0.0 k Location of max.above base 0.0 ft Al maximum location values are... Maximum SERVICE Load Lateral Deflections... Applied Axial 6.788 k Along Y-Y 0.0 in at 0.0 ft above base Applied Mx 0.0 k-ft for load combination: nla Applied My 0.0 k-ft Along X-X 0.0 in at 0.0 ft above base Fc:Allowable 354.896 psi for load combination:n/a Other Factors used to calculate allowable stresses... PASS Maximum Shear Stress Ratio= 0.0:1 Bending Compression Tension Load Combination +0.60D+0.70E+0.60H Location of max.above base 10.50 ft Applied Design Shear 0.0 psi Allowable Shear 272.0 psi Load Combination;Results Maximum Axial+Bending Stress Ratios Maximum Shear Ratios Load Combination C D C p Stress Ratio Status Location Stress Ratio Status Location +D+H 0.900 0.379 0.1056 PASS 0.0 ft 0.0 PASS 10.50 ft +D+k-+H 1.000 0.346 0.1041 PASS 0.0 ft 0.0 PASS 10.50 ft +D+Lr+H 1.250 0.284 0.340 PASS 0.0 ft 0.0 PASS 10.50ft +D+S+H 1.150 0.306 0.1024 PASS 0.0 ft 0.0 PASS 10.50 ft +D+0.750Lr+0.750L+H 1.250 0.284 0.2804 PASS 0.0 ft 0.0 PASS 10.50 ft 0 +D+0.750L+0.750S+H 1.150 0.306 0.1024 PASS 0.0 ft 0.0 PASS 10.50 ft +D+0.60W+H 1.600 0.226 0.09963 PASS 0.0ft 0.0 PASS 10.50 ft +D+0.70E+H 1.600 0.226 0.09963 PASS 0.0ft 0.0 PASS 10.50 ft +D+0.750Lr+0.750L+0.450W+H 1.600 0.226 0.2750 PASS 0.0 ft 0.0 PASS 10.50 ft col 6 Illa■V® 1 1 You an changethis area ,C., ■1 STRUCTUi. using the"Settings`menu item V and then using the"Printing& IPI&I1ENGINEERs Title Block'selection. ti Me Block Line 6 MW d CQiiiii 717 File=C 40sersiMAT VA 1.BlstDesktopypiLiST ottio ec6 Lic.it.KW-06007984 ENERCALC 3NC 18832016 BU 6 6511 ve..6RS.I l Description: Cantilevered post Licensee:BK':ENGINEERS:INC Load Combination Resu , lts Load Combination C D C Maximum Axial+Bending Stress Ratios Maximum Shear Ratios P Stress Ratio Status Location Stress Ratio Status Location +D+0.750L+0.7505+0.450W+11 1.600 0.226 0.09963 PASS 0.0 ft 0.0 PASS 10.50 ft +0+0.750L+0.7505+0.5250E+1-1 1.600 0.226 0.09963 PASS 0.0ft 0.0 PASS 10.50 ft +0.60D+0.60W+0.60H 1.600 0226 0.05978 PASS 0.0 ft 0.0 PASS 10.50 ft +0 60D+0 70E+0 60H 1.600 0.226 0.05978 PASS 0.0 ft 0.0 PASS 10.50 ft Maximum Reactions ' Note:Only non-zero reactions are listed. X X Axis Reaction Y-Y Axis Reaction Load Combination @ Base @ Top @ Base @ TopAxial Reacti +D@Base .� +0+1.+Hk k 2.028 k +D+Lr+H k k 2.028 k +D+S+H k k 6.788 k +0+0.750Lr+0.750L+H k k 2.028 k +D+0.750L+0.750S+H k 5.598 k +D+0.60W+H k k 2.028 k +D+0.70E+H k k 2.028 k +D+0.750Lr+0.750L+0.450W+H k 2.028 k k k 5.598 k +D+0.750L+0.7505+0.450W+H k k 2.028 k +D+0.750L+0.750S+0.5250E+H k k +0.60D+0.64W+0.6OH k 2.028 k +0.60D+0.70E+0.60H k k 1.217 k D Only k k 1.217 k D Only nly k k 2.028k 411kL Only k 4.760 k SOnty k k k k k W Only k E Only k k k H Only k k kk k MaxtmumDeflectonsfor'Load Combinations Load Combination Max.X-X Deflection Distance Max.Y-Y Deflection Distance +D+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +O+L+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+Lr+I-1 0.0000 in 0.000 ft 0.000 in 0.000 ft +O+S*H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750Lr+0.750L+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750L+0.750S*i 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.60W+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +0+0.70E+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750Lr+0.750L+0.450W+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750L+0.750S+0.450W+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750L+0,750S+0.5250E+11 0.0000 in 0.000 ft 0.000 in 0.000 ft +0.60D+0.60W+0.60H 0.0000 in 0.000 ft 0.000 in 0.000 ft +0.60D+0.70E+O.60H 0.0000 in 0.000 ft 0.000 in 0.000 ft D Only 0.0000 in 0.000 ft 0.000 in 0.000 ft Lr Only 0.0000 in 0.000 ft 0.000 in 0.000 ft L Only 0.0000 in 0.000 ft 0.000 in 0.000 ft S Only 0.0000 in 0.000 ft 0.000 in 0.000 ft W Only 0.0000 in 0.000 ft 0.000 in 0.000 ft E Only 0.0000 in 0.000 ft 0.000 in 0.000 ft H Only 0,0000 in 0.000 ft 0.000 in 0.000 ft • 411- 4, ale MUCK Line Ma.: ERIN(. . • You can change this area �e T�T�p A T using the*Settings"menu item ® • ®, TRU 1 LJ i�I' L and then using the*Printing& UPUINIENGINEERS Title Block'selection. Title Block Line 6 41) Fk 'G itlsetsSAAAT7VA !BKEiDeStdoptBlll S7 lkaks ♦NERCA1�INC 1983.2016 8uW:1616511 Verb#6 511 ` Lica# KW-DSDD7984 rcensee tE F Description: Cantilevered post Sketches r * y.. W0101,00#.0- �..1 >� �� ���.?����,.,. MaeokLoads r x�.. ' L{ C Q • X � 0 r Y; i Loads are total entered value.Arrows do not reflect absolute direction. • 5g- i s