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Plans (105) catena on ;si on let el nr gs rc • 1 1111r:0k 5:1:111i3 nf,101‘.1 Burnham and Ash Apartments Tigard, Oregon Plan Check Response I Structural Calculations Lateral Analysis 1` 0t:72C-)V5-- City of Tigard Ap. rtv: • Plans By 6'1' Date [2 (6-' • z-7einoo REVISION OFFICE COPY City of Tigard A. . lived Plans By • Date catena project no.: 2015018.00 December 15, 2015 • 1111 ne flanders street suite 206 portland oregon 97232 503.467.4980 503.467.4797 catena consulting e n g i n e e r s • December 15, 2015 Mr. David Stephenson SERA Architects 338 NW 5th Avenue Portland, Oregon 97209 RE: Ash Avenue Apartments,Tigard, Oregon catena project number: 2015018.00 David: The attached calculations verify that the revised lateral system of Building 1 of the Ash Avenue Apartments (Burnham & Ash Apartments) project, located in Tigard, Oregon, meets the requirements of the 2014 Oregon Structural Specialty Code. The calculations are based upon the scope of work shown on structural drawing sheets S001 through S611 dated December 15, 2015. Respectfully, catena consulting engineers ,vwcTUR '���ED PROy�eso 494°1 c N v4 v. 9 �,,,� SOS ON M. TWO ' , AP EXPIRES: 06/30/2016 Jason M.Thompson, P.E., S.E. Gretchen Hall, P.E., S.E. Principal Associate • 1111 ne flanders street suite 206 portland oregon 97232 503.467.4980 503.467.4797 • • • C. 1II= Ez (.9J O O GD 'i n _ . m o : m 2,1a1L11 20)16_1 111 2.12 f1 It) 21713 3111 224111.916211, 229(24111 (J 2 02126.844111 ..... (;) \ 2.05111. 111 2I6I 1151122A_2.13124.4 111 2.18 15833 ft ' 230 9.661 1t1 231(181f1 27 m $ R R a «_.... .2.21 '.69911- n _. _.. -.. - 232(24833 ft, _. 6.4 o 271(24)511) o S - - - - - 2 66 2811 - 0 0 E o ,. m. m a m ry n r n a r n 26]2011 i`� 2 5.Sfl) 2.41141167111 , - 24617511 252114111' 2.55 f11 25711916711 2.6057417017 263121833111 2 310457111 27411).5851111 ___,, ,237174172260_&51210263110111 2.441910.2.471683411/ 248(9333111 25011425(11 253118416111 2.56119333111 258115111 _ 2.61117584111 26411 75111 _268114542 f11 n n ^ n Fq e r. m 234 11466)111 m I 1 -m�1 I 2])11520901 LEVEL2 3 Dec 14, 2015 at 1:59 PM Wall Labels and Lengths 20151214 Ash Apts Final.rfl C. 2 II L4 `> `D 0 0 O C O O e J O m a m �� m m m m m M 304.3((7)3.0)(691 ill ......_ i211R1.L 3.1)113 33111 3.24114?13111 329(24 III 302126.84401 �J 305(11.66)11). .3091 02 ff1 313(24e347t1 3.1815833 it .3.301966]111.... 331118 111 - m R R w ¢ N w w E:. 3.32(24 833 ft] 7. .n ik L, r_ _. _.. 0 3.)I 124.)5111... _.. - •. - c r c < _ -m n 3120.66 2811111 us m _ m w n n a a P m_ a 361 3 3511] 3.4)(0116]111 ! 346(75,1 .. 3 114111 35 .J 357(19147(IJ_ 36011)41)111 3631113311 81 3 00457111 3)411)583111 • C r C]'''',61 ____ „„,, 33)1)41I8)101641)f113.03110111 _ 3MT911134]16834111 �4,1,_12333111 35011425111 353118416111 356(19 333111 358115111 3.6111)584111 3 64 116364(16.7S111 36841454211( a ao- + n c w 334(1464)111 _.. 'Al a .. _. a1 379(15209111.. marnlaw Camber and Resclions �rvIce mt.T1Me0eawoa LEVELS 2 Dec 14, 2015 at 1:58 PM Wall Labels and Lengths 20151214 Ash Apts Final.rfl 41110 0 • E. • 1111 • C. 31 r '2161(407(691 It) 4. 1 IJ_ 4.17(1333ft) 4.241142161(1 429124111 402 126844111 �� 4050160210 409115.012it1, .4.13124834111 4.181583311 i 4,309.667 Ilf 4.31118111 n n - R R a R — e `J l- 432(24833 ft1_. „CI U — -'+ 4 71 124 75 11) m m c 466128 f11 ' ^ r _ mil - I ddJ leo ltl 1.. _ 441 141 167111 k 446(7.5 3) __I _ a 4 55 n1 '- i 4,52(14 111 455 Ifl 4911916)11 46<IIn 41](11 4318331( 4311 4 3(10.45711) 4)411).503 ff1 .Jm _M,...431(7 1.,ILf016dIJ(114.t110i1) r 444!9 ft)4 47(6834 ft) d 48193331((_45011425(11 453(18416111 456(19.333111 4158115 f11 461117584111 _j§4.(1,7_,J__511 468(14542111. _..... - n 434114 g _ .667111 "e ' zi .. _ m _ v (9 ,... ___ _ .... _. _ ,of .4.79(15.2091(1 LEVEL4 1 Dec 14, 2015 at 1:57 PM Wall Labels and Lengths 20151214 Ash Apts Final.rf C. 4 EL, II p R0416t1)8.07161,ft) _ 8 121 . 1 31_ 8.17113 33111 841124 16f11 R27124 ft1 '1 R 02.126.844It) (; 805111. 1) R09115022111 R.3 4 ft RIB 1583311 1 83019667It) 8.311181)1 R R -._ _ rc - = R21''.69911. _ i, -- .,. _- 2 R 3231)2803°172511)1F 33 Cl , No R 71,3_ RLIMI.]5It) rc - - - 8.66.280 m '.=,,. ; _ _ y� a u a L' 3: 861208 De 'I' a n (DI R;9155It) 841 146167111 + 84611511 R 114111 853 It, 85111916711 8.60117 417 f11 863111 B33 f1k R 3 1 457 11) R74 117 583 11)_ R 3JfZ(1)-R-3101643.71)1R-43110111, ,_8441981 R 4J(6.834111) 8481933211) 850114,25111 3118416.111 8.56 119 355 0) 8581151t1 8.61(1758410 6 64 116 75 0) R644114542%_ _ ry - -1 R34114 R34 114 667 0) FI m w n ... n3 ,.. 8 79 115 209 9) ROOF 4 Dec 14, 2015 at 2:00 PM Wall Labels and Lengths 20151214 Ash Apts Final.rfl 0 . 0 C. 5 Seismic Generation Input Seismic Code: ASCE 7-10 Ct X: .02 T_X(sec): Not Entered R_X: 6.5 • Ct_Z: .02 T_Z(sec): Not Entered R_Z: 6.5 Ct Exp.X: .75 Ct Exp.Z: .75 Risk Cat I or II TL(sec): 5 SD1 (g): .444 SDS (g): .72 S1 (g): .422 Base Elev(ft): 0 Parapet Ht(ft): 0 Seismic Generation Detail Results T_X Used (sec): .336 T_X Method A: .336 T_X Upper Limit: .47 T_Z Used (sec): .336 T_Z Method A: .336 T_Z Upper Limit: .47 Importance Fac.: 1 Design Cat.: D V_X(k): 538.878 Gov. Eqn. ASCE Eqn 12.8-2 Cs_X: 0.111 V_Z(k): 538.878 Gov. Eqn. ASCE Eqn 12.8-2 Cs_Z: 0.111 Seismic Generation Force Results Floor Level Height Weight Force X Force Z CG X CG Z (ft) (k) (ft) (ft) ROOF 43 760.832 141.696 141.696 -115.341 -134.838 LEVEL4 32 1475.83 204.544 204.544 -102.364 -114.006 LEVEL3 22 1293.942 123.293 123.293 -105.385 -122.938 LEVEL2 12 1334.271 69.347 69.347 -106.197 -121.937 Totals 4864.875 538.878 538.878 Seismic Generation Diaphragm Results Floor Level Width (X) Length (Z) X Plus X Minus Z Plus Z Minus III (ft) (ft) (ft) (ft) (ft) (ft) ROOF 182.806 329.053 9.14 9.14 16.453 16.453 LEVEL4 188.167 334.667 9.408 9.408 16.733 16.733 LEVEL3 188.167 334.667 9.408 9.408 16.733 16.733 1 LEVEL2 188.167 334.667 9.408 9.408 16.733 16.733 • RISA-3D Version 13.0.1 [P:\2015\2015018.00 Ash Ave Apartments\calcs\Bldg 1\Lateral Re-run\20151203 Ash Apts Final.rfl] Page 1 C. 6 Wind Generation Input Wind Code: ASCE 7-10 Topographic Factor K1: 0 Wind Speed,V(mph): 120 Topographic Factor K2: 0 • Topographic Factor K3: 0 Exposure Category: B Directionality Factor Kd: .85 Base Elevation(ft): 0 Parapet Height(ft): 0 Wind Generation Detail Results Kzt: 1 Exposure Constant Alpha: 7 h (ft): 43 Exposure Constant zg: 1200 Kh: .776 Gust Effect Factor, G: .85 Windward Cp: .8 qh (ksf): .024 Wind Generation Floor Geometry Results Floor Level Height Kz Width (X) Length (Z) Leeward Cp(X) Leeward Cp(Z) (ft) (ft) (ft) ROOF 43 .776 182.806 329.053 .5 .34 LEVEL4 32 .714 188.167 334.667 .5 .344 LEVEL3 22 .641 188.167 334.667 .5 .344 LEVEL2 12 .575 188.167 334.667 .5 .344 Wind Generation Floor Force Results Floor Level qz Windward Pres. Leeward Pres.X Leeward Pres.Z Force X Force Z (ksf) (ksf) (ksf) (ksf) ROOF .024 .017 .01 .007 48.657 23.705 LEVEL4 .022 .015 .01 .007 89.769 44.11 LEVEL3 .02 .014 .01 .007 80.328 39.105 LEVEL2 .018 .012 .01 .007 83.148 40.085 EQ Forces Govern III RISA-3D Version 13.0.1 [P:\2015\2015018.00 Ash Ave Apartments\calcs\Bldg 1\Lateral Re-run\20151203 Ash Apts Final.rfl] Page 1 s . C. 7 Company Dec 2,2015 I I R' A Job Designer Number Checked By: Model Name Load Combinations Description Sol...PDelta SRSS BLC Fact... BLC Fact... BLC Factor BLC Fact...BLC Fact...BLC Fact...BLC Fact...BLC Fact...BLC Fact...BLC Fact... 1 IBC 16-12 fb) (a) Yes DL 1 Sds*DL .14 Rho*ELX .7 Rho*ELZ .21 2 IBC 16-12(b).(b) Yes DL 1 Sds*DL .14 Rho*ELX+Z .7 Rho*ELZ .21 3 IBC 16-12 Ib) (c) Yes DL 1 Sds*DL .14 Rho*ELX-Z .7 Rho*ELZ .21 4 IBC 16-12(b) (d) Yes DL 1 Sds*DL .14 Rho*ELZ .7 Rho*ELX .21 5 IBC 16-12 (b) (el Yes DL 1 Sds*DL .14 Rho*ELZ+X .7 Rho*ELX .21 6 IBC 16-12 Ib) (f) Yes DL 1 Sds*DL .14 Rho*ELZ-X .7 Rho*ELX'' .21 7 _ IBC 16-12 Ib) (a) Yes DL 1 Sds*DL .14 Rho*ELX .7 Rho*ELZ -.21 8 IBC 16-12(b) (h) Yes DL 1 Sds*DL .14 Rho*ELX+Z .7 Rho*ELZ ' -.21 - 9 IBC 16-12 (b) (i) Yes DL 1 Sds*DL .14 Rho*ELX-Z .7 Rho*ELZ -.21 10 IBC 16-12(b) (j) -,Yes DL 1 Sds*DL .14 Rho*ELZ .7 Rho*ELX' 21 11 IBC 16-12 (b) (k) Yes DL 1 Sds*DL .14 Rho*ELZ+X .7 Rho*ELX -.21 12 IBC 16-12 (b) (I) Yes DL 1 Sds*DL .14 Rho*ELZ-X .7 Rho*ELX:' -.21 13 IBC 16-14(a) (a) Yes DL 1 Sds*DL .105_ Rho*ELX .525 Rho*ELZ .158 LL .75 LLS .75 RLL .75 14 IBC 16-14(a) (b) Yes DL 1 Sds*DL .105 Rho*ELX+Z .525 Rho*ELZ .158 LL .75 LLS .75 RLL .75, 15 IBC 16-14 (a) (c) Yes DL 1 Sds*DL .105 Rho*ELX-Z .525 Rho*ELZ .158 LL .75 LLS .75 RLL .75 16 IBC 16-14(a).(d) Yes DL 1 Sds*DL .105 Rho*ELZ .525 Rho*ELX .158 LL .75 LLS .75 RLL .75 17 IBC 16-14 la) (e) Yes DL 1 Sds*DL .105 Rho*ELZ+X .525 Rho*ELX .158 LL .75 LLS .75 RLL .75 18 IBC 16-14 (a) (f) Yes DL 1 Sds*DL .105 Rho*ELZ-X .525 Rho*ELX. .158' LL .75 LLS .75 RLL .75 19 IBC 16-14(a) (a) Yes DL 1 Sds*DL .105 Rho*ELX .525 Rho*ELZ -.158 LL .75 LLS .75 RLL .75 20 IBC 16-14(a) (h) : Yes DL 1 Sds*DL .105 Rho*ELX+Z .525 Rho*ELZ -.158 LL .75 LLS -.75 RLL .75 21 IBC 16-14 (a) (il Yes DL 1 Sds*DL .105 Rho*ELX Z .525 Rho*ELZ -.158 LL .75 LLS .75 RLL .75 22 IBC 16-14 (a) (j) Yes DL 1 Sds*DL .105 Rho*ELZ .525 Rho*ELX -.158 LL .75 LLS .75 RLL .75 23 IBC 16-14 (a) (k) Yes DL 1 Sds*DL .105 Rho*ELZ+X .525 Rho*ELX -.158 LL .75 LLS .75 RLL .75 24 IBC 16-14(a) (I) Yes DL 1 Sds*DL .105 - Rho*ELZ-X .525 Rho*ELX -.158 LL .75 LLS .75 RLL ,75 25 IBC 16-14 (b) (a) Yes DL 1 Sds*DL .105 Rho*ELX .525 Rho*ELZ .158 LL .75 LLS .75 SL .75 SLN .75 26 IBC 16-14(b) (b) Yes DL 1 Sds*DL .105 "Rho*ELX+Z .525 Rho*ELZ .158 LL .75 LLS .75 SL .75 SLN .75 27 IBC 16-14 (b) (c) Yes DL 1 Sds*DL .105 Rho*ELX-Z .525 Rho*ELZ .158 LL .75 LLS .75 SL .75 SLN .75 28 , IBC 16-14(b) (d) Yes D 1 `Sds*DL .105 Rho*ELZ° .525 Rho*ELX".158 LL .75 LLS .75 SL .75 SLN .75 29 IBC 16-14 (b) (el Yes DL 1 Sds*DL .105 Rho*ELZ+X .525 Rho*ELX .158 LL .75 LLS .75 SL .75 SLN .75 30 IBC 16-14(b) (f) Yes DL 1 "Sds*DL .105 Rho*ELZ-X .525 Rho*ELX_ .158 LL `_.75 LLS .75 SL .75 SLN .75 31 IBC 16-14 (b) (a) Yes DL 1 Sds*DL .105 Rho*ELX .525 Rho*ELZ -.158 LL .75 LLS .75 SL .75 SLN .75 32 IBC 16-14(b) (h) Yes DL 1 Sds*DL .105 `Rho*ELX+Z .525 Rho*ELZ -.158 LL .75 LLS .75 SL .75 SLN .75 33 IBC 16-14 Ib) (i) Yes DL 1 Sds*DL .105 Rho*ELX-Z .525 Rho*ELZ -.158 LL .75 LLS .75 SL .75 SLN .75 34 IBC 16-14(b) (j) Yes DL 1 Sds*DL .105 Rho*ELZ .525 Rho*ELX -.158 LL .75 LLS .75 SL .75 SLN .75 35 IBC 16-14 lb) (k) Yes DL 1 Sds*DL .105 Rho*ELZ+X .525 Rho*ELX -.158 LL .75 LLS .75 SL .75 SLN .75 36 IBC 16-14(b) (I) Yes DL 1 Sds*DL .105 Rho*ELZ-X .525 Rho*ELX -.158 LL .75 LLS .75 SL .75 SLN .75 37 . IBC 16-14 (c) la) Yes DL 1 Sds*DL .105 Rho*ELX .525 Rho*ELZ .158 LL .75 LLS .75 38 IBC'16-14(c) (b) Yes DL 1 Sds*DL .105 Rho*ELX+Z .525 . Rho*ELZ .158 LL .75 LLS .75 39 IBC 16-14 Ic1 (c) Yes DL 1 Sds*DL .105 Rho*ELX-Z .525 Rho*ELZ .158 LL .75 LLS .75 40 IBC'16-14(c) (d). Yes DL 1 Sds*DL'_.105 Rho*ELZ .525 Rho*ELX .158 LL .75 LLS .75 41 IBC 16-14 (c) (e) Yes DL 1 Sds*DL .105 Rho*ELZ+X .525 Rho*ELX .158 LL .75 LLS .75 42 IBC 16-14(c) (f) Yes DL 1 Sds*DL .105 Rho*ELZ-X .525 Rho*ELX .158 LL .75 LLS .75 RISA-3D Version 13.0.1 [P:\2015\2015018.00 Ash Ave Apartments\calcs\Bldg 1\20151202 Ash Apts Final.rfl] Page 17 w. C. 8 Company Dec 2,2015 IIIRISA DesJob igner Number : Checked By: Model Name Load Combinations (Continued) Description Sol...PDelta SRSS BLC Fact... BLC Fact... BLC Factor BLC Fact...BLC Fact...BLC Fact...BLC Fact...BLC Fact...BLC Fact...BLC Fact... 43 IBC 16-14 lc) (a) Yes DL 1 Sds*DL .105 Rho*ELX .525 Rho*ELZ -.158 LL .75 LLS .75 44 IBC 16-14 (c)(h) Yes DL 1 Sds*DL .105 Rho*ELX+Z .525 Rho*ELZ -.158 LL .75 LLS. .75 45 IBC 16-14 (c) (i) Yes DL 1 Sds*DL .105 Rho*ELX-Z .525 Rho*ELZ -.158 LL .75 LLS .75 46 IBC 16-14(c) fj) Yes DL 1 °Sds*DL .105 Rho*ELZ .525 Rho*ELX -.158 LL .75 LLS .75 47 IBC 16-14 (c) Ik) Yes DL 1 Sds*DL .105 Rho*ELZ+X .525 Rho*ELX -.158 LL .75 LLS .75 48 IBC 16-14(c) (I) Yes DL 1 Sds*DL .105 Rho*ELZ-X .525 Rho*ELX -.158 LL .75 LLS .75 49 IBC 16-16 la) Yes DL .6 Sds*DL -.14 Rho*ELX .7 Rho*ELZ .21 50 IBC 16-16 (b) Yes ` DL .6 Sds*DL -.14 Rho*EL(+Z .7 Rho*ELZ _ .21 51 IBC 16-16 lc) Yes DL .6 Sds*DL -.14 Rho*ELX-Z .7 Rho*ELZ .21 52 IBC 16-16(d) Yes DL .6 ''Sds*DL -.14 Rho*ELZ .7 Rho*ELX .21 53 IBC 16-16 le) Yes DL .6 Sds*DL -.14 Rho*ELZ+X .7 Rho*ELX .21 54 IBC 16-16 (f). Yes DL .6 Sds*DL '-.14 Rha*ELZ-X .7 Rho*ELX .21 55 IBC 16-16 (al Yes DL .6 Sds*DL -.14 Rho*ELX .7 Rho*ELZ -.21 56 MBC 16-16(h) Yes DL .6 Sds*DL -.14 Rho*ELX+Z .7 Rho*ELZ -.21 57 IBC 16-16 (i) Yes DL .6 Sds*DL -.14 Rho*ELX-Z .7 Rho*ELZ -.21 58 IBC 16-16(j1 Yes DL .6 Sds*DL -.14 Rho*ELZ .7 Rho*ELX -.21 59 IBC 16-16 (k) Yes DL .6 Sds*DL -.14 Rho*ELZ+X .7 Rho*ELX -.21 60 IBC 16-16 (I) Yes DL .6 Sds*DL -.14 Rho*ELZ-X .7 Rho*ELX '-.21 61 IBC 16-8 Yes DL 1 62 IBC 16-9 Yes DL 1 LL 1 LLS 1 63 IBC 16-10 la) Yes DL 1 RLL 1 64 IBC 16-10(b) Yes DL 1 SL 1 SLN 1 65 IBC 16-10(c) Yes DL 1 66 IBC 16-11 (al Yes DL 1 LL .75 LLS .75 RLL .75 67 IBC 16-11 (b) Yes DL 1 LL .75 LLS .75 SL .75 SLN .75 RISA-3D ersion 13.0.1 [P:\2015\2015018.00 Ash Ave Apartments\calcs\BIdg 1\2 51202 Ash Apts Final.rfl] AkPage 18 C. 9 Company Dec 14,2015 IIIRISA Job Designer Number Checked By: Model Name : • Wood Wall Panel In Plane Code Checks (AF&PA NDS-12:ASD) Wall Panel Shear Panel L... Region Shear Ch..Shear Force[...Gov LC Hold-Down La... Tension Check Tie-Down Force...Gov... 1 4.71 Si 15/32 10d... R3 .806 .411 60 NC NC NC NC 2 4.72 S1 15/32 10d... R3 .865 .575 8 NC NC .732 54 3 4.30 Si 15/32 10d... R3 .713 .242 53 NC NC NC NC 4 4.07 SI 15/32 10d,.. R3 .278 .094 59 NC NC NC NC 5 4.22 Si 15/32 10d... R3 .849 .433 50 NC NC .772 56 6 4.21 SI {2)15/32 1... R3 .994- 1.014 5 NC NC 4.736 56 7 4.46 Si 15/32 10d... R3 .265 .09 54 NC NC NC NC 8 4.15 SI 15/32 10d... R3 .887 .452 8 ; NC NC 4.163 56 9 4.19 S1 15/32 10d... R3 .945 .629 56 NC NC NC NC 10 4.41 Si. {2)15/32 1.i::: R3 .929 s .948 12 NC NC 7.159 60 11 4.52 Si 15/32 10d... R3 .599 .204 60 NC NC 1.35 60 12 4.57 Si 15/32' 10d... ' R3 .663 .338 ' 60 NC NC 2.824 60 13 4.63 S1 15/32 l0d... R3 .519 .176 6 NC NC 1.031 60 14 4.73 S1 15/32 10d... R3 .739 .251 12 NC NC 1.282 56 15 4.75 Si 15/32 10d... R3 .457 .155 8 NC NC .77 50 16 4.76 SI 15/32 lad... " R3 .378 .129 8 NC NC .251 50 17 4.25 Si 15/32 10d... R3 .939 .625 8 NC NC 3.052 54 18 4.32 S1 15/32 10d... R3 .913 .794" 59 NC NC NC NC 19 4.24 S1 15/32 lOd... R3 .653 .222 53 NC NC 1.17 53 20 4.79 Si 15/32 10d... R3 .632 .215 60 NC NC .275 60 21 4.34 S 1 15/32 10d... R3 .619 ,211 60 NC NC .384 60 22 4.33 S1 15/32 1Od... R3 .439 .149 3 NC NC .626 57 23 4.12 Si 15/32 10d... R3 .611 .20$ 53 NC NC 1.308 _ 53 24 4.17. Si 15/32 10d,.. R3 :635' .216 5 ° " NC NC .991 53 • 25 4.04 S 1 15/32 10d... R3 .212 .072 59 NC NC NC NC 26 4.05 S1 15/32 10d.., R3 .539 .183 5 NC NC ,815 53 27 4.09 Si 15/32 10d... R3 .701 .238 5 NC NC 1.394 53 28 4.13 . :S1 15/32 lOd,.. R3 .849 .433 5 NC NC 4,574 59 29 4.18 S1 15/32 l0d... R3 .738 .377 11 NC NC 4.753 59 30 4.37.., S1 15/32 10d... R3 .255 .087 54`' NC NC NC NC 31 4.55 Si 15/32 10d... R3 .349 .119 6 NC NC NC NC 32 4.60 Si 15/32 10d... R3 .76 .258 12 NC NC 1.715 60 33 4.01 Si 15/32 10d... R3 .246 .084 51 NC NC NC NC 34 4.39 SI 15/32 10d.., R3 .162 .055 54 NC NC NC NC 35 4.36 S1 15/32 10d... R3 .177 .06 51 NC NC NC NC 36 4.35 SI 15/32 lad... R3 .204 .069 36 NC NC NC NC 37 4.31 Si 15/32 10d... R1 .737 .25 53 NC NC .912 53 38 4.29 SI 15/32 10d... RI .794 .405 53 " NC NC 1.994 53 39 4.74 S1 15/32 10d... RI .69 .235 60 NC NC .969 60 40 3.71 S1 15/32 10d... R1 .814 .541 12 NC NC 2.695 60 41 3.72 S1 15/32 10d... RI .953 .829 8 NC NC 2.577 50 42 3.30 Si 15/32 10d... RT .702 .358 53 NC NC NC NC 43 3.07 Si 15/32 l0d... R1 .372 .127 53 NC NC .421 53 44 3.22 S1 15/32 l0d... R1 .857 ,57 50 NC NC 1.407 56 45 3.21 Si (2)15/32 1... R1 .994 1.73 5 NC NC 13.483 56 46 3.46 Si 15/32`10d... R1 .374 .127 60 NC NC .072 60 47 3.15 Si 15/32 10d... R1 .889 .591 2 NC NC 7.719 50 48 3.19 Si (2)15/32 1... R1' 1.014 1.035 56 NC NC NC NC 49 3.41 S1 (2115/32 1... R1 .911 1.212 12 NC NC 16.586 60 50 3,52' Si 15/32 10d... R1 .702 .239 60 NC NC 3,194 60 51 3.57 S1 15/32 l0d... R1 .739 .377 60 NC NC 5.892 60 52 3.63 Si 15/32 l0d... R1 .63 .214 12 NC NC 2.694 60 53 3.73 SI 15/32 10d... RI .727 .371 12 NC NC 3.598 50 54 3.75 Si 15/32 10d... R1 ,552 .188 2 NC NC " 1,915 50 55 3,76 S1 15/32 10d... R1 .478 .163 2 NC NC 1.227 50 ill56 3.25 Si (2)15/32 1... R1 .946 1.258 8 NC NC 9.411 54 57 3.32 SI (2115/32 1... R1 .849 1.129 11 NC NC 4.024 50 58 3,24 Si 15/32 10d... R1 ,636 .325 53 NC NC 3,821 53 59 3,79 Si 15/32 1Od... RI .658 .336 60 NC NC 2.368 60 60 3.34 S1 15/32 10d... R1 .641 .327 60 NC NC 2.52 60 RISA-3D Version 13.0.1 [P:\2015\2015018.00 Ash Ave Apartments\calcs\Bldg 1\20151214 Ash Apts Final.rfl] Page 7 C. 10 Company Dec 14,2015 IIRIsA Job Designer Number Checked By: Model Name : i Wood Wall Panel In Plane Code Checks (AF&PA NDS-12:ASD) (Continued) Wall Panel Shear Panel L... Region Shear Ch..Shear Force[...Gov LC Hold-Down La... Tension Check Tie-Down Force...Gov... 61 3.33 Si 15/32 10d... R1 .668 .227 57 NC NC 2.372 57 62 3.12 Si 15/3210d... Ri .707 .24 53 NC NC 3.168 53 63 3.17 Si 15/32 10d... R1 .621 .317 5 NC NC 3.607 53 64 3.04 Si, 15/32.10d... - Ri .298 .101 53 NC NC .294 53 65 3.05 SI 15/32 10d... RI .646 .22 5 NC NC 2,332 - 53 66 3.09 Si 15/32 10d... R1 .669 .341 5 NC NC 4,308 53 67 3.13 Si 15/32 10d... R1 .833 .554 5 NC NC 9.665 59 68 3.18 S1 15/3210d... R1 .737 .49 11 NC NC 9.541 59 69 3.37 Si 15/32 10d... RI .365 .124 60 NC NC .736 60 70 3.55 SI 15/32 10d... R1 .453 .154 12 NC NC .787 60 71 3.60 Si 15/32 10d... R1 .738 .376 12 NC NC 4.665 60 72 3.01 Si 15/32 lfld... Ri .391 .133 51 NC NC NC _ NC 73 3.39 S1 15/32 10d... R1 .249 .085 12 NC NC NC NC 74 3.36 Si 15/32 10d... R1 .339 .115 51 , NC NC .512 51 75 3.35 Si 15/32 lOd... R1 .385 .131 57 NC NC .572 57 76 3.31 Si 15/32 10d... ';RI .722 .368 53 NC NC 3.31' 53 77 3.29 Si 15/32 10d... R1 .798 .53 5 NC NC .,, 5,447 53 78 3.74 S1 15/32;10d... Ri .705 .359 60 NC NC 3.505 60 79 2.71 Si 15/32 10d... R1 .949 .825 12 HD9B 4.5 SPF-... .992 8.371 60 80 2.72 Si (2)15/32 1... RI .95 .969 2 HD9B 3.5 DF-SP .973 ; . 7.534 50 81 2.30 Si 15/32 lOd... R1 .787 .523 53 HD3B 2.5 DF-SP .975 2.463 59 82 2.07 Si 15/32 10d.. Ri .708 .241 59 HD5B 2.5 SPF-... .99 3.158 53 83 2.22 Si 15/32 10d... R1 .974 .847 50 HTT4 10dx1.5 ... .978 3,531 56 84 2.46 S1 15/32 10d... R1 .572 .194 54 HD3B 2.5 DF-SP .96 2.423 60 85 2.15 Si 15/32 10d... R1 .901 .599 2 HD12 4.5 1 DF... .999 12.649 50 86 2.19 Si (2)15/32 1... R1 .935 1.243 56 HD3B 1.5 SPF-,.. .908 1.462 56 • 87 2.41 Si 15/32 10d... R3 .8 .532 12 HD19 7.25 1.2... 1.109 21.478 60 88 2.52 Si 15/32 10d... R3 .659 .336 60 HD9B 3.5 DF-SP ,974 7.541 60 89 2.57 Si 15/32 10d... R3 .759 .505 12 HD12 5.5 1 SP.. .992 11.994 60 90 2,63 Si 15/32 10d... R3 .698 .356 12 HD7B 3.5 DF-SP .967 7.068 60 91 2.73 Si 15/32 10d... R1 .834 .555 12 HD12 3.5 1 SP.. .975 8.987 50 92 2.76 Si 15/32 10d.. R1 .694 .354 2 HD3B 1.5 SPF-... ,92 1.482 50 93 2.25 Si (2)15/32 1... RI .958 1.274 2 HD19 5.5 1.25... .966 15.663 54 94 2.32 S1 (2)15/32 1... R1 .935 .954 11 HDUii-SDS2.5 .., .98 9.342 50 95 2.24 Si 15/32 10d... R1 .752 .5 53 HDU1 i-SDS2.5 .. .994 9.473 53 96 2,79 S1 15/32 10d... R1 .825 .549 60 HD9B 4.5 SPF-... .955 8.051 60 97 2.34 Si 15/32 10d... R3 .687 .351 60 HD7B 3.5 DF-SP .965 7.055 60 98 2.33 Si 15/32 10d... R3 .779 .518 57 HD12 3.5 1 SP.. .981 9.042 57 99 2.12 Si 15/32 10d... R1 .783 .399 5 HD9B 3.5 DF-SP .987 7.641 53 100 2.17 Si 15/32 10d... R1 .739 .491 , 5 HDU11-SDS2.5 .. .967 9.217 53 101 2.04 S1 15/32 1Od... R1 .654 .222 59 HD3B 3 SPF-HF .98 2.988 53 102 2.05 Si 15/32 10d.., R1 .753 .384 5 HD913 3.5 SPF-... 986 6.486 53 103 2.09 SI 15/32 10d... RI .763 .507 5 HDU 14-SDS2.5 .. .984 10.181 53 104 2.13 SI 15/32 10d... RI .927 .807 5 HD 19 7.25 1.2... 1.004 19.43 59 105 2.18 S1 15/32 10d... R1 .818 .544 59 HD19 7.25 1.1... .977 16.353 59 106 2.37 Si 15/32 10d... R3 .566 .192 54 HTT4 10dx1.5 ... .958 3.46 60 107 2.55 Si 15/32 10d... R3 .609 .207 6 HTT4 10dx1.5 ... .939 3.388 60 108 2.60 Si 15/32 10d... R1 .75 .499 12. HD12 4.5 1 SP.. .985 10.604 60 109 2.01 Si 15/32 10d... R1 .697 .237 57 HD3B 1.5 SPF-... .628 1.011 57 110 2.39 Si 15/32 10d... R3 .604 .161= 6 HD3B 1.5 SPF-... .606 .975 60 111 2.36 Si 15/32 10d... R1 .672 .174 57 HD3B 3 SPF-HF .973 2.967 57 112 2.35 Si 15/32 10d.. R1 .623 .189 57 HD5B 2.5 SPF-... .998 3,184 57 113 2.40 S1 15/32 10d... R1 .651 .203 6 HD3B 2.5 DF-SP .961 2.426 60 114 2.31 Si 15/32 10d... Ri .796 .529 53 HD12 3.5 1 SP,., .932 8.587 53 115 2.29 Si 15/32 10d... R1 .916 .797 5 HD12 5.5 1 DF... .941 13.374 53 116 2.74 Si 15/32 10d... R1 .826 .549 60 HDU11-SDS2.5 .., .969 9.236 60 117 2.70 SI 15/32 10d... R1 .685 .291 2 HDU2-SDS2.5 S.. .984 2.179 50 • 118 2.69 Si 15/32 10d... R1 .674 .229 2: HD3B 2.5 DF-SP .987 2.493 50 119 3.27 Si 15/32 10d... R1 .277 .094 50 NC NC .484 50 120 3.69 Si 15/32 10d... Rl .288 .098 50 NC NC NC NC 121 3.70 SI 15/32 10d... RI .325 .111 26 NC NC .153 56 RISA-3D Version 13.0.1 [P:\2015\2015018.00 Ash Ave Apartments\calcs\Bldg 1\20151214 Ash Apts Final.rfl] Page 8 C. 11 Company Dec 14,2015 Job Designer Number Checked By: Model Name • Wood Wall Panel In Plane Code Checks (AF&PA NDS-12:ASD) (Continued) Wall Panel Shear Panel L... Reaion Shear Ch..Shear Force f...Gov LC Hold-Down La... Tension Check Tie-Down Force...Gov... 122 4.27 Si 15/32. 10d... R1 .208 .071 56 NC NC NC NC 123 4.69 S1 15/32 10d... R1 .205 .07 56 NC NC NC NC 124 4.70 S1 15/32 10d... R1 .155 .053 _ _ 56 NC NC NC NC 125 2.27 S1 15/32 10d... R1 .68 .225 50 HD3B 2.5 DF-SP .914 2.307 50 126 R.71b Si 15/32 10d... R1 .209 .071 60 NC NC. .041 60 127 R.72 Si 15/32 10d... R1 .647 .22 8 NC NC .468 54 128 R.30 SI 15/32 10d... RI .406 .138 50 NC. NC NC NC 129 R.07 S1 15/32 1Od... R1 .045 .015 32 NC NC NC NC 130 R.22 Si 15/32"10d... R1 .589 .2 50 NC NC .517 56 131 R.21 51 15/32 10d... RI .772 .394 5 NC NC .048 56 132 R.46 Si 15/32 10d... R1 .106 .036 64 NC NC NC NC 133 R.15 51 15/32 10d... RI .646 .22 56 NC NC 1.904 56 134 R.19- Si 15/32 10d... R1 .772 .262 56 ''. NC NC .16 56 135 R.43 Si 15/32 10d... R1 .142 .048 60 NC NC NC NC 136 . R.47 SI 15/32 10d... RI .92 .469 64 NC NC 6.916 64 137 R.48 Si 15/32 10d... R1 .209 .071 36 NC NC NC NC 138 R.53 SI 15/32 10d... RI .475 .162 12 NC NC .281 60 139 R.41 S1 15/32 10d... RI .708 .361 12 NC NC .389 60 140 R.52 Si 15/32 10d... R1 .326 .111 60 NC NC NC NC 141 R.57 Si 15/32 10d... R1 .482 .164 60 NC NC .152 60 142 R.63 Si 15/32 10d... R1 .239 ' .081 12 NC NC NC NC 143 R.73 Si 15/32 10d... R1 .482 .164 59 NC NC .385 56 144 . R.76 51 15/32'10d... RI .062 .021 12 NC NC .018 57 145 R.25 51 15/32 10d... RI .667 .227 56 NC NC 1.745 56 146 R.24 S i 15/32 1 Od... R l .345 1 17 53 NC NC NC NC 147 R.79 Si15/32 1Od... R1 .365 .124 33 NC NC NC NC ill 148 R.34 Si 15/32;10d... R1 .348 .118 60 NC NC NC NC 149 R.33 Si 15/32 10d... R1 .103 .035 9 NC NC NC NC 150 R.12 Si 15/32 10d... R1 .277 .094 53 NC NC NC NC 151 R.17 Si 15/32 10d... R1 .331 .112 5 NC NC NC NC 152 R.04 SI 15/32 10d... RI .134 .046 35 NC NC NC NC 153 R.05 S1 15/32 10d... R1 .208 .071 53 NC NC NC NC 154 R.09 51 15/32 10d,_ RI .441 .15 5 NC NC NC NC 155 R.13 Si 15/32 10d... R1 .681 .232 5 NC NC .691 59 156 R.18 Si 15/32 10d... ' R1 .546 .186 59 NC NC 1.225 59 157 R.37 Si 15/32 10d... R1 .12 .041 32 NC NC NC NC 158 R.44 S1 15/32 10d...: RI .146 .049 33 NC NC NC <NC 159 R.50 Si 15/32 10d... R1 .334 .114 12 NC NC NC NC 160 R.56 SI 15/32 10d... R1 .513 .175 12 NC NC .315 60. 161 R.58 S1 15/32 10d... R1 .355 .121 60 NC NC .035 60 162 R.68 S1 15/32 10d... " R1 .567 .193 36 NC NC .758 9 163 R.55 S1 15/32 10d... R1 .185 .063 35 NC NC NC NC 164 . R.60 Si 15/32 10d... R1 .5 .17 12 NC NC NC NC 165 R.01 S1 15/32 10d... R1 .06 .02 3 NC NC NC NC 166 . R.61 Si 15/32 10d... '_ Ri .5 .17 12 NC NC .085 60 167 R.39 S1 15/32 10d... R1 .143 .049 30 NC NC NC NC 168 R.36 SI 15/32 10d... RI .113 .037 3 NC NC NC NC 169 R.35 Si 15/32 10d... RI .213 .072 27 NC NC NC NC 170 R.40 S1 15/32 10d... R1 .072 - .025 33 NC NC NC NC 171 R.31 S1 15/32 10d... R1 406 .138 53 NC NC NC NC 172 R.29 Si 15/32 10d... RI .581 .198 53 NC NC NC NC 173 R.74 Si 15/32 10d... RI .401 .136 60 NC NC NC NC 174 R.27 S1 15/32 10d... R1 .122 .041 8 NC NC .042 56 175 R.69 Si 15/32 10d... RI .242 .082 32 NC NC NC NC 176 R.70 Si 15/32`10d...' Ri .348 .108 32 NC NC NC NC 177 R.78 S1 15/32 10d... RI .097 .033 24 NC NC NC NC • 178 R.75 Si 15/32 10d... R1 .067 .023 14 NC NC NC NC 179 4.78 Si 15/32 10d... R1 .452 .154 8 NC NC .536 50 180 3.78 Si 15/32 lOd... R1 .547 .186 2 NC NC 1.588 50 181 2.78 Si 15/32 10d... R1 .733 .374 2 HDU8-SDS2.5 3.. .954 5.708 50 182 3.20 Si 15/32 10d... RI .713 .364 50 NC NC 8.373 53 RISA-3D Version 13.0.1 [P:\2015\2015018.00 Ash Ave Apartments\calcs\Bldg 1\20151214 Ash Apts Final.rfl] Page 9 C. 12 Company Dec 14,2015 I,R'�� Job Designer Number : Checked By: Model Name • Wood Wall Panel In Plane Code Checks (AF&PA NDS-12:ASD) (Continued) Wall Panel Shear Panel L... Region Shear Ch..Shear Force[...Gov LC Hold-Down La... Tension Check Tie-Down Force...Gov... 183 4.20 51 15/32 10d... R1 .728 .247 50 NC NC 3.743 53 184 R.20 Si 15/32 10d... RI .54 .184 53 NC` NC 1.682 53 185 R.64 51 15/32 10d... RI .457 .155 12 NC NC .137 60 186 2.20 Si 15/32 '10d... R1 .77< .512 50 HD12 5.5 1 DF... .947 13.462 53 187 2.66 Sl (2)15/32 1... R1 .912 1.213 6 HDU8-SDS2.5 3.. .954 5.705 57 188 2.67 Si (2)15/32 1... R1 .897 1:192 12 HD9B 3.5 DF-SP .977 7.559 57 189 3.66 Si (2115/32 1... R1 .871 1.158 12 NC NC 2.678 57 190 3.67 _.S1 15/32 1Od... RI .872 .58 12 ` NC NC 3.094 57 191 4.66 Si 15/32 10d... R1 .921 .801 6 NC NC .403 57 92 4.67 Si 15/32 10d... RI .842 .56 12 NC NC 1.522 57 193 R.66 Si 15/32 10d... RI .68 .347 12 NC NC NC NC 194 R.67 Si 15/32 10d.., RI " .775 .264 12 NC NC .1 57 195 3.40 S1 15/32 10d... R1 .421 .143 12 NC NC .862 60 196 3.43 SI 15/32 10d... R1 .496 .169 60 NC NC 2.303 60 197 3.44 Si 15/32 10d... R1 .474 .161 60 NC NC 1.764 60 198 . 3,47 Si 15/32 10d... R1 .774 395 33 NC NC 8.827 64 199 3.48 Si 15/32 10d... R1 .59 .2 12 NC NC 1.765 60 200 3.50 Si 15/32 10d... RI .619 .316... 12 NC NC 4.022 60 201 3.53 S1 15/32 10d... R1 .733 .374 12 NC NC 5.965 60 202 3.56 S1 15/32 10d... " R1 .76 .388 12 NC NC 6.225 60 203 3.58 S1 15/32 10d... RI .634 .324 60 NC NC 4.291 60 204 3.61 Si 15/32 10d... RI, .735 .375 12 NC NC 4.866 60 205 3.64 S1 15/32 10d... RI .698 .356 12 NC NC 4.757 60 206 3.68 Si 15/32 10d... R1 .692 .235 60 NC NC 3.702 60 207 4.40 Si 15/32 10d... R1 .263 .089 6 NC NC NC NC 208 4.43 Si 15/32 10d... R1 .402 .137 54 NC NC . .974" 60 • 209 4.44 Si 15/32 10d... R1 .348 .118 54 NC NC .403 60 210 4,47 Si 15/32 10d... RI .227 .077 6 NC NC 6.069 64 211 4.48 S1 15/32 10d... R1 .431 .146 6 NC NC .309 60 212 4.50 Si 15/3210d... RI .603 .205 12 NC NC 1.41 60 213 4.53 51 15/32 10d... R1 .651 .332 12 NC NC 2.91 60 214 4.56 SI 15/32`10d... RI .684 .349 12 NC NC 3.069 60 215 4.58 Si 15/32 10d... R1 .627 .213 60 NC NC 1.596 60 216 . 4.61 Si 15/32 10d... R1 .759 .258 12 NC NC 1.877 60 217 4.64 51 15/32 10d... RI .707 .24 12 NC NC 1.856 60 218 4.68 SI 15/32 10d...` R1 .664 .226 12 NC NC 1.92 60 219 2.43 Si 15/32 10d... R1 .638 .217 60 HTTSKT SPF-HF .969 5.195 60 220 2.44 Si 15/32 10d... R1 .634 .215 54 H115 10d SPF-HF .959 3.851 60 221 2.47 Si 15/32 10d... R1 .668 .333 33 HD3B 3 SPF-HF .939 2.865 60 222 2;48 Si 15/32 10d... R1 .699 .238 6 HD3B 3 SPF-HF .965 2.944 60 223 2.50 Si 15/32 10d... R1 .66 .337 12 HD9B 3.5 DF-SP .978 7.57 60 224 2.53 S1 15/32 10d... R1 .722 .368 12 HDU 11-SDS2.5 .. .98 9.342 60 225 2.56 Si 15/32 10d... R1 .735 .375 12 HD9B 4.5 DF-SP .984 9.762 , 60 226 2.58 Si 15/32 10d... R1 .743 .379 60 HDU11-SD52.5 .. .995 8.003 60 227 2.61 S1 15/32 10d... R1 .75 .499 12 HD9B 4.5 DF-SP .983 9.747 60 228 2.64 S1 15/32 10d... R1 .732 .487 12 HD9B 4.5 DF-SP .964 9.564 60 229 2.68 S1 15/32 10d... R1 .759 .505 60 HD12 3.5 1 SP.. .956 8.81 60 230 2.21 SI (2)15/32 1 .. RI .917 1.22 5 HD 19 7.25 1.2... " 1.391 26:924 56 231 R.03 S1 15/32 10d... R1 .513 .174 9 NC NC 1.462 57 232 R.08 SI 15/32 l Od... RI .492 .167 9 NC NC 1.366 57 233 R.14 Si 15/32 10d... R1 .465 .158 50 NC NC 1.293 50 234 R.16 51 15/32 10d„. R1 .477 .162 50 NC NC 1.344 50 235 R.23 S1 15/32 10d... RI .486 .165 50 NC NC 1.375 50 236 R.10° SI 15/32 10d... R1 .483 .164 8 NC NC 1.341 56 237 4.03 Si 15/32 10d... R1 .743 .379 3 NC NC 2.663 57 238 4.08 Si 15/32 10d... R1 .722 .368 3 NC NC 2.584 57 239 4.10 S1 15/32 10d... R1 .717 .366 2 NC NC 3.078 50 240 4.14 Si 15/32 10d... R1 .723 .369 50 NC NC 2.825 50 411241 4.16 Si 15/32 10d... R1 .756 .385 50 NC NC 3.044 50 242 4.23 Si 15/32 10d... R1 .784 .4 50 NC NC 3.321 50 243 3.03 Si 15/32_10d.., R1 .828 .422 9 NC NC 4.316 57 RISA-3D Version 13.0.1 [P:\2015\2015018.00 Ash Ave Apartments\calcs\Bldg 1\20151214 Ash Apts Final.rfl] Page 10 C. 13 Company Dec 14,2015 I ,RISA Job Designer Number : Checked By: Model Name : • Wood Wall Panel In Plane Code Checks (AF&PA NDS-12:ASD) (Continued) Wall Panel Shear Panel L... Region Shear Ch..Shear Forcer...Gov LC Hold-Down La... Tension Check Tie-Down Force...Gov... 244 3.08 Si 15/32 10d,., R1 .798 < .407 3 NC NC 4.21 57 245 3.10 Si 15/32 10d... R1 .781 .398 2 NC NC 5.158 50 246 3.14 SI 15/32 10d... R1 .75 .499 50 NC NC 5.67 50 247 3.16 S1 15/32 10d... RI .777 .517 50 NC NC 6.08 50 248 3.23 S1 15/32 10d... R1 .802 .534 50 NC NC 4.643 50 249 2.03 S1 15/32 10d... R1 .811 .539 57 HD9B 4.5 SPF-... .985 8.308 57 250 2.08 Si 15/32 10d... R1 .786 .523 9 HD9B 4.5 SPF-... .965 8.137 57 251 2.10 Si 15/32 10d... R1 .789 .525 2 HD9B 4.5 DF-SP .974 9.663 50 252 2.14 SI 15/32`10d... RI .816 .543 50 HDU 14 SDS2.5 .. .98 10.142 50 253 2.16 S 1 15/32 10d... RI .851 .566 50 HD12 4.5 1,12... .983 10.862 50 254 2.23 Si 15/32 10d... R1 .884 .588 50 HD12 5.5 1 SP.,, .979 11.828 50 255 R.42 SI 15/32 10d... RI .726 .247 9 NC NC 2.218 57 256 R.45 Si 15/32 10d... R1 .716 .243 9 NC NC 2.189 57 257 R.49 S 1 15/32 10d... RI .655 .223 57 NC NC 1.976 57 258 R.51 Si 15/32 10d... R1 .61 .207 9 NC NC 1.815 57 259 R.54 S1 15/32 10d... R1 .567 .193 9 NC NC 1.619 57 260 R.59 Si 15/32 10d... R1 .53 .18 9< NC NC 1.501 57 261 R.62 S1 15/32 10d... RI .503 .171 2 NC NC 1.396 50 262 R.65 Si 15/32 10d,.. R1 .58 .197 2 NC NC 3.4 54 263 4.42 S1 15/32 10d... R1 .934 .476 9 NC NC 5.164 57 264 4.45 Si 15/32 10d... R1 .923 .471 9 NC NC 4.666 57 265 4.49 Si 15/32 10d... R1 .872 .445 57 NC NC 4.334 57 266 4.51 Si 15/32 10d... RI .827 .422 9 NC NC 3.685 57 267 4.54 S1 15/32 10d... R1 .789 _ .402 9 NC NC 2.94 57 268 4.59 Si 15/3210d... R1 .758 .387 51 NC NC 2.946 57 269 4.62 Si 15/32 10d... R1 .741 .378 2 NC NC 2.36 50 411 270 4.65 S1 15/32 10d... R1 .808 .412 8 NC NC 8.285 54 271 3.42 Si 15/32 10d... RI 1.002 .667 9 NC NC 10.071 57 272 3.45 Si 15/32 10d... R1 .979 .651 57 NC NC 8.972 57 =` 273 3.49 Si 15/32 10d... RI .925 .615 57 NC NC 8.415 57 274 3.51 S1 15/32 10d... R1 .873 .581 57 NC NC 7.165 57 275 3.54 S1 15/32 10d... RI .828 .551 57 NC NC 5.772 57 276 3,59 Si 15/32 10d... R1` .835 .426 57 NC NC 4.788 57 277 3.62 S1 15/32 10d... R1 .76 .505 2 NC NC 4.62 50 278 3.65 Si 15/32 10d... RI .809 .538 2 NC NC 14.847 54 279 2.42 S1 15/32 10d... R1 .818 .544 57 HD19 5.5 1.25... .993 16.096 57 280 2.45 S1 15/32 10d... R1 .795 .529 57 HD12 5.5 1 DF.... .982 13.97 57 281 2.49 Si 15/32 10d... R1 .762 .507 57 HD12 4.5 1.12... .991 13.216 57 282 2.51 Si 15/32 10d... R1 .73 .485 57 HD12 3.5 1.12... .994 11.699 57 283 2.54 Si 15/32 10d... R1 .74 .377 57 HD9B 4.5 SPF-... .99 8.351 57 284 2.59 S1 15/32 10d... R1 .78 .398 57 HD9B 3.5 DF-SP .977 7.563 57 285 2.62 Si 15/32 10d... R1 .773 .394 2 HDU8-SDS2.5 3.. 1 6.967 50 286 2.65 S1 15/32 10d... R1 .86 .572 2 HD19 7.25 1.2... 1.337 25.882 54 287 R.02 Si 15/32 10d... R1 .67 .228 53 NC NC NC NC 288 . R.06 Si 15/32 10d... R1 .51 ` .173 57 NC NC 1.38 57 289 R.11 Si 15/32 10d... R1 .481 .164 50 NC NC 1.274 50 290 R.77 Si 15/32 10d... R1 .178 .061 33` NC NC NC NC 291 R.38 Si 15/32 10d... R1 .606 .206 9 NC NC 1.847 57 292 4.38 S1 15/32 10d... R1 .837 .427 3 NC NC 4.077 57 293 4.77 SI 15/32 10d... RI .307 .105 56 NC NC .333 50 294 4.02 S 1 15/32 10d... R1 .854 .436 53 NC NC 2.815 53 295 4.06 S1 15/32 10d... RI .74 .377 57 NC NC 3.495 57 296 4.11 Si 15/32 10d... R1 .717 .365 50 NC NC 2.682 50 297 3,38 S1 15/32 10d... R1 .928 .617 9 NC NC 8.316 57 298 3.77 Si 15/32 10d... R1 .408 .139 50 NC NC 1.612 50 299 3.02 Si 15/32 10d... R1 .838 .557 53 NC NC 7.2 53 ill300 3.06 Si 15/32 10d... R1 .828 ,422 57 NC NC 6.066 57 301 3.11 S1 15/32 10d... R1 .785 .4 50 NC NC 4.446 50 302 2.75 Si 15/32 10d... R1 .734 .375 2 HTT5KT SPF-HF .951 5.099 " '50 303 2.77 Si 15/32 10d... R1 .668 .341 50 HDU8-5D52.5 3.. .994 5.944 50 304 2.38 S1 (2)15/32 1... R1 1.003 1.744 9 HD19 7.25 1.2... 1.455 28.177 57 RISA-3D Version 13.0.1 [P:\2015\2015018.00 Ash Ave Apartments\calcs\Bldg 1\20151214 Ash Apts Final.rfl] Page 11 C. 14 Company Dec 14,2015 IIIRISA Designer Job Number : Checked By: Model Name : • Wood Wall Panel In Plane Code Checks (AF&PA NDS-12:ASD) (Continued) Wall Panel Shear Panel L... Region Shear Ch..Shear Force[...Gov LC Hold-Down La... Tension Check Tie-Down Force...Gov... 305 2.02 51 [2)15/32 1... RI .903 .921 5 HD19 5.5 1.25... .909 17.338 53 306 2.06 Si 15/32-10d... R1 .809 .538 57 HD12 4.5 1.12... .995 11.005 57 307 2.11 51 15/32 10d... RI .793 .527 50 HD12 3.5 1 SP.. .937 8.636_. 50_ 308 12.71a Si 15/32 10d.., R1 .596 .203 12 ' NC NC 1.402 60 309 R.32a Si 15/32 10d... R1 .167 .057 17 NC NC NC NC 310 R.32b S1 15/32 10d... R1 .586 .199 11 NC NC 1.423 59 • RISA-3D Version 13.0.1 [P:\2015\2015018.00 Ash Ave Apartments\calcs\Bldg 1\20151214 Ash Apts Final.rfl] Page 12 Level 2 C. 15 is • Project Number: 2015018 Page/of: Project: Ash By: cs Subject: Shear Results Date: 12/10/15 Tension Tie-Down Wall Panel Shear Force(k/ft) Gov LC Check Force(kips) Gov LC Nailing Pattern Capacity(k/ft) 2.01 0.237 57 0.628 1.011 57 4 0.31 2.02 0.921 5 0.909 17.338 53 5 1.2 2.03 0.539 57 0.985 8.308 57 2 0.6 2.04 0.222 59 0.98 2.988 53 4 0.31 2.05 0.384 5 0.986 6.486 53 8 0.51 2.06 0.538 57 0.995 11.005 57 2 0.6 2.07 0.241 59 0.99 3.158 53 4 0.31 2.08 0.523 9 0.965 8.137 57 2 0.6 2.09 0.507 5 0.984 10.181 53 8 0.51 2.10 0.525 2 0.974 9.663 50 2 0.6 2.11 0.527 50 0.937 8.636 50 2 0.6 2.12 0.399 5 0.987 7.641 53 8 0.51 2.13 0.807 5 1.004 19.43 59 6 0.87 2.14 0.543 50 0.98 10.142 50 2 0.6 2.15 0.599 2 0.999 12.649 50 2 0.6 2.16 0.566 50 0.983 10.862 50 2 0.6 2.17 0.491 5 0.967 9.217 53 8 0.51 2.18 0.544 59 0.977 16.353 59 2 0.6 2.19 1.243 56 0.908 1.462 56 7 1.54 2.20 0.512 50 0.947 13.462 53 2 0.6 2.21 1.22 5 1.391 26.924 56 7 1.54 2.22 0.847 50 0.978 3.531 56 6 0.87 2.23 0.588 50 0.979 11.828 50 2 0.6 2.24 0.5 53 0.994 9.473 53 8 0.51 2.25 1.274 2 0.966 15.663 54 7 1.54 2.27 0.225 50 0.914 2.307 50 4 0.31 2.29 0.797 5 0.941 13.374 53 6 0.87 2.30 0.523 53 0.975 2.463 59 2 0.6 2.31 0.529 53 0.932 8.587 53 2 0.6 2.32 0.954 11 0.98 9.342 50 5 1.2 2.33 0.518 57 0.981 9.042 57 2 0.6 III 2.34 0.351 60 0.965 7.055 60 8 0.51 0 235 0.189 57 0.998 3.184 57 4 31 236 0.174 57 0.973 2.967 57 4 0.31 2.37 0.192 54 0.958 3.46 60 4 0.31 2.38 1.744 9 1.455 28.177 57 3 1.74 2.39 0.161 6 0.606 0.975 60 4 0.31 2.40 0.203 6 0.961 2.426 60 4 0.31 2.41 0.532 12 1.109 21.478 60 2 0.6 2.42 0.544 57 0.993 16.096 57 2 0.6 2.43 0.217 60 0.969 5.195 60 4 0.31 2.44 0.215 54 0.959 3.851 60 4 0.31 2.45 0.529 57 0.982 13.97 57 2 0.6 2.46 0.194 54 0.96 2.423 60 4 0.31 2.47 0.333 33 0.939 2.865 60 8 0.51 2.48 0.238 6 0.965 2.944 60 4 0.31 2.49 0.507 57 0.991 13.216 57 8 0.51 2.50 0.337 12 0.978 7.57 60 8 0.51 2.51 0.485 57 0.994 11.699 57 8 0.51 2.52 0.336 60 0.974 7.541 60 8 0.51 2.53 0.368 12 0.98 9.342 60 8 0.51 2.54 0.377 57 0.99 8.351 57 8 0.51 2.55 0.207 6 0.939 3.388 60 4 0.31 2.56 0.375 12 0.984 9.762 60 8 0.51 2.57 0.505 12 0.992 11.994 60 8 0.51 2.58 0.379 60 0.995 8.003 60 8 0.51 2.59 0.398 57 0.977 7.563 57 8 0.51 2.60 0.499 12 0.985 10.604 60 8 0.51 2.61 0.499 12 0.983 9.747 60 8 0.51 2.62 0.394 2 1 6.967 50 8 0.51 2.63 0.356 12 0.967 7.068 60 8 0.51 2.64 0.487 12 0.964 9.564 60 8 0.51 2.65 0.572 2 1.337 25.882 54 2 0.6 2.66 1.213 6 0.954 5.705 57 7 1.54 2.67 1.192 12 0.977 7.559 57 5 1.2 2.68 0.505 60 0.956 8.81 60 8 0.51 2.69 0.229 2 0.987 2.493 50 4 0.31 2.70 0.291 2 0.984 2.179 50 4 0.31 2.71 0.825 12 0.992 8.371 60 6 0.87 2.72 0.969 2 0.973 7.534 50 5 1.2 2.73 0.555 12 0.975 8.987 50 2 0.6 • 2.74 0.549 60 0.969 9.236 60 2 0.6 2.75 0.375 2 0.951 5.099 50 8 0.51 2.76 0354 2 0.92 1.482 50 8 0.51 2.77 0.341 50 0.994 5.944 50 8 0.51 2.78 0.374 2 0.954 5.708 50 8 0.51 2.79 0.549 60 0.955 8.051 60 2 0.6 Level3 C. 1 L Project Number: 2015018 Page/of: 0 Project: Ash By: es Subject•. Shear Results Date: 12/10/15 Tension Tie-Down Wall Panel Shear Force(k/ft) Gov LC Check Force(kips) Gov LC Nailing Pattern Capacity(k/ft) 3.01 0.133 51 NC NC NC 4 0.31 3.02 0.557 53 NC 7.2 53 2 0.6 3.03 0.422 9 NC 4.316 57 8 0.51 3.04 0.101 53 NC 0.294 53 4 0.31 3.05 0.22 5 NC 2.332 53 4 0.31 3.06 0.422 57 NC 6.066 57 8 0.51_ 3.07 0.127 53 NC 0.421 53 4 0.31 3.08 0.407 3 NC 4.21 57 8 0.51 3.09 0.341 5 NC 4.308 53 8 0.51 3.10 0.398 2 NC 5.158 50 8 0.51 3.11 0.4 50 NC 4.446 50 8 0.51 3.12 0.24 53 NC 3.168 53 4 0.31 3.13 0.554 5 NC 9.665 59 2 0.6 3.14 0.499 50 NC 5.67 50 8 0.51 3.15 0.591 2 NC 7.719 50 2 0.6 3.16 0.517 50 NC 6.08 50 2 0.6 3.17 0.317 5 NC 3.607 53 8 0.51 3.18 0.49 11 NC 9.541 59 8 0.51. 3.19 1.035 56 NC NC NC 5 1.2 3.20 0.364 50 NC 8.373 53 8 0.51 3.21 1.73 5 NC 13.483 56 3 1.74 3.22 0.57 50 NC 1.407 56 2 0.6 3.23 0.534 50 NC 6.643 50 2 0.6 3.24 0.325 53 NC 3.821 53 8 0.51 3.25 1.258 8 NC 9.411 54 7 1.54 3.27 0.094 50 NC 0.484 50 4 0.31 3.29 0.53 5 NC 5.447 53 2 0.6 3.30 0.358 53 NC NC NC 8 0.51 3.31 0.368 53 NC 3.31 53 8 031 3.32 1.129 11 NC 4.024 50 5 1.2 3.33 0.227 57 NC 2.372 57 4 0.31 3.34 0.327 60 NC2 60 8 0.51 • 3.35 0.131 57 NC 0.5.5 72 57 4 0.31 3.36 0.115 51 NC 0.512 51 4 0.31 3.37 0.124 60 NC 0.736 60 4 0.31 3.38 0.617 9 NC 8.316 57 1 0.77 3.39 0.085 12 NC NC NC 4 0.31 3.40 0,143 12 NC 0.862 60 4 0.31 3.41 1.212 12 NC 16.586 60 7 1.54 3.42 0.667 9 NC 10.071 57 1 0.77 3.43 0.169 60 NC 2.303 60 4 0.31 3.44 0.161 60 NC 1.764 60 4 0.31 3.45 0.651 57 NC 8.972 57 1 0.77 3.46 0.127 60 NC 0.072 60 4 0.31 3.47 0.395 33 NC 8.827 64 8 0.51 3.48 0.2 12 NC 1.765 60 4 0.31 3.49 0.615 57 NC 8.415 57 1 0.77 3.50 0.316 12 NC 4.022 60 8 0.51 3.51 0.581 57 NC 7.165 57 2 0.6 3.52 0.239 60 NC 3.194 60 4 0.31 3.53 0.374 12 NC 5.965 60 8 0.51 3.54 0.551 57 NC 5.772 57 2 0.6 3.55 0.154 12 NC 0.787 60 4 0.31 3.56 0.388 12 NC 6.225 60 8 0.51 3.57 0.377 60 NC 5.892 60 8 0.51 3.58 0.324 60 NC 4.291 60 8 0.51 3.59 0.426 57 NC 4.788 57 8 0.51 3.60 0.376 12 NC 4.665 60 8 0.51 3.61 0.375 12 NC 4.866 60 8 0.51 3.62 0.505 2 NC 4.62 50 8 0.51 3.63 0.214 12 NC 2.694 60 4 0.31 3.64 0.356 12 NC 4.757 60 8 0.51 3.65 0.538 2 NC 14.847 54 2 0.6 3.66 1.158 12 NC 2.678 57 5 1.2 3.67 0.58 12 NC 3.094 57 2 0.6 3.68 0.235 60 NC 3.702 60 4 0.31 3.69 0.098 50 NC NC NC 4 0.31 3.70 0.111 26 NC 0.153 56 4 0.31 3.71 0.541 12 NC 2.695 60 2 0.6 3.72 0.829 8 NC 2.577 50 6 0.87 3.73 0.371 12 NC 3.598 50 8 0.51 3.74 0.35960 NC 3.505 60 8 0.31 3.75 0.1.882 NC 1.915 50 4 0.31 • 3.76 0.163 2 NC 1.227 50 4 0.31 3.77 0.139 50 NC 1.612 50 4 0.31 3.78 0.186 2 NC 1.588 50 4 0.31 3.79 0.336 60 NC 2.368 60 8 0.51 Level 4 C. 17 € Ji O Project Number: 2015018 Page/of: Project: Ash By: cs Subject: Shear Results Date: 12/10/15 Tension Tie-Down Wall Panel Shear Force(k/ft) Gov LC Check Force(kips) Gov LC Nailing Pattern Capacity(k/ft) 4.01 0.084 51 NC NC NC 4 0.31 4.02 0.436 53 NC 2.815 53 8 0.51 4.03 0.379 3 NC 2.663 57 8 0.51 4.04 0.072 59 NC NC NC 4 0.31 4.05 0.183 5 NC 0.815 53 4 0.31 4.06 0.377 57 NC 3.495 57 8 0.51 4.07 0.094 59 NC NC NC 4 0.31 4.08 0.368 3 NC 2.584 57 8 0.51 4.09 0.238 5 NC 1.394 53 4 0.31 4.10 0.366 2 NC 3.078 50 8 0.51 4.11 0.365 50 NC 2.682 50 8 0.51 4.12 0.208 53 NC 1.308 53 4 0.31 4.13 0.433 5 NC 4.574 59 8 0.51 4.14 0.369 50 NC 2.825 50 8 0.51 4.15 0.452 8 NC 4.163 56 8 0.51 4.16 0.385 50 NC 3.044 50 8 0.51 4.17 0.216 5 NC 0.991 53 4 0.31 4.18 0.377 11 NC 4.753 59 8 0.51 4.19 0.629 56 NC NC NC 1 0.77 4.20 0.247 50 NC 3.743 53 4 0.31 4.21 1.014 5 NC 4.736 56 5 1.2 4.22 0.433 50 NC 0.772 56 8 0.51 4.23 0.4 50 NC 3.321 50 8 0.51 4.24 0.222 53 NC 1.17 53 4 0.31 4.25 0.625 8 NC 3.052 54 1 0.77 4.27 0.071 56 NC NC NC 4 0.31 4.29 0.405 53 NC 1.994 53 8 0.51 4.30 0.242 53 NC NC NC 4 0.31 4.31 0.25 53 NC 0.912 53 4 0.31 4.32 0.794 59 NC NC NC 6 0.87 4.33 0.149 3 NC 0.626 57 4 0.31 • 4.34 0.211 60 NC 0.384 60 4 0.31 4.35 0.069 36 NC NC NC 4 0.31 4.36 0.06 51 NC NC NC 4 0.31 4.37 0.087 54 NC NC NC 4 0.31 4.38 0.427 3 NC 4.077 57 8 0.51 4.39 0.055 54 NC NC NC 4 0.31 4.40 0.089 6 NC NC NC 4 0.31 4.41 0.948 12 NC 7.159 60 5 1.2 4.42 0.476 9 NC 5.164 57 8 0.51 4.43 0.137 54 NC 0.974 60 4 0.31 4.44 0.118 54 NC 0.403 60 4 0.31 4.45 0.471 9 NC 4.666 57 8 0.51 4.46 0.09 54 NC NC NC 4 0.31 4.47 0.077 6 NC 6.069 64 4 0.31 4.48 0.146 6 NC 0.309 60 4 0.31 4.49 0.445 57 NC 4.334 57 8 0.51 4.50 0.205 12 NC 1.41 60 4 0.31 4.51 0.422 9 NC 3.685 57 8 0.51 4.52 0.204 60 NC 1.35 60 4 0.31 4.53 0.332 12 NC 2.91 60 8 0.51. 4.54 0.402 9 NC 2.94 57 8 0.51 4.55 0.119 6 NC NC NC 4 0.31 4.56 0.349 12 NC 3.069 60 8 0.51 4.57 0.338 60 NC 2.824 60 8 0.51 4.58 0.213 60 NC 1.596 60 4 0.31 4.59 0.387 51 NC 2.946 57 8 0.51 4.60 0.258 12 NC 1.715 60 4 0.31 4.61 0.258 12 NC 1.877 60 4 0.31 4.62 0.378 2 NC 2.36 50 8 0.51 4.63 0.176 6 NC 1.031 60 4 0.31 4.64 0.24 12 NC 1.856 60 4 0.31 4.65 0.412 8 NC 8.285 54 8 0.51 4.66 0.801 6 NC 0.403 57 6 0.87 4.67 0.56 12 NC 1.522 57 2 0.6 4.68 0.226 12 NC 1.92 60 4 0.31 4.69 0.07 56 NC NC NC 4 0.31 4.70 0.053 56 NC NC NC 4 0.31 4.71 0.411 60 NC NC NC 8 0.51 4.72 0.575 8 NC 0.732 54 2 0.6 4.73 0.251 12 NC 1.282 56 4 0.31 • 4.74 4.75 0.235 60 NC 0.969 60 4 0.31 0.155 8 NC 0.77 50 4 0.31 4.76 0.129 8 NC 0.251 50 4 0.31 4.77 0.105 56 NC 0.333 50 4 0.31 4.78 0.154 8 NC 0.536 50 4 0.31 4.79 0.215 60 NC 0.275 60 4 0.31 Roof C. 18 datitla ny • Project Number: ii��.•aa._ 2015018 Page/of: • Project Ash By: cs Subject: Shear Results Date: 12/10/15 Tension Tie-Down Wall Panel Shear Force(k/ft) Gov LC Check Force(kips) Gov LC Nailing Pattern Capacity(k/ft) R.01 0.02 3 NC NC NC 4 0.31 R.02 0.228 53 NC NC NC 4 0.31 R.03 0.174 9 NC 1.462 57 4 0.31 R.04 0.046 35 NC NC NC 4 0.31 R.05 0.071 53 NC NC NC 4 0.31 R.06 0.173 57 NC 1.38 57 4 0.31 R.07 0.015 32 NC NC NC 4 0.31 R.08 0.167 9 NC 1.366 57 4 0.31 R.09 0.15 5 NC NC NC 4 0.31 R.10 0.164 8 NC 1.341 56 4 0.31 R.11 0.164 50 NC 1.274 50 4 0.31 R.12 0.094 53 NC NC NC 4 0.31 R.13 0.232 5 NC 0.691 59 4 0.31 R.14 0.158 50 NC 1.293 50 4 0.31 R.15 0.22 56 NC 1.904 56 4 0.31 R.16 0.162 50 NC 1.344 50 4 0.31 R.17 0.112 5 NC NC NC 4 0.31 R.18 0.186 59 NC 1.225 59 4 0.31 R.19 0.262 56 NC 0.16 56 4 0.31 R.20 0.184 53 NC 1.682 53 4 0.31 R.21 0.394 5 NC 0.048 56 8 0.51 R.22 0.2 50 NC 0.517 56 4 0.31 R.23 0.165 50 NC 1.375 50 4 0.31 R.24 0.117 53 NC NC NC 4 0.31 R.25 0.227 56 NC 1.745 56 4 0.31 R.27 0.041 8 NC 0.042 56 4 0.31 R.29 0.198 53 NC NC NC 4 0.31 R.30 0.138 50 NC NC NC 4 0.31 R.31 0.138 53 NC NC NC 4 0.31 R.32a 0.057 17 NC NC NC 4 0.31 R.32b 0.199 11 NC 1.423 59 4 0.31 R.33 0.035 9 NC NC NC 4 0.31 R.35 0.118 60 NC NC NC 4 0.31 R.35 0.072 27 NC NC NC 4 0.31III ' R.36 0.037 3 NC NC NC 4 0.31 R.37 0.041 32 NC NC NC 4 0.31 R.38 0.206 9 NC 1.847 57 4 0.31 R.39 0.049 30 NC NC NC 4 0.31 R.40 0.025 33 NC NC NC 4 0.31 R.41 0.361 12 NC 0.389 60 8 0.51 R.42 0.247 9 NC 2.218 57 4 0.31 R.43 0.048 60 NC NC NC 4 0.31 R.44 0.049 33 NC NC NC 4 0.31 ' R.45 0.243 9 NC 2.189 57 4 0.31 R.46 0.036 64 NC NC NC 4 0.31 R.47 0.469 64 NC 6.916 64 8 0.51 R.48 0.071 36 NC NC NC 4 0.31 R.49 0.223 57 NC 1.976 57 4 0.31 R.50 0.114 12 NC NC NC 4 0.31 R.51 0.207 9 NC 1.815 57 4 0.31 9.52 0.111 60 NC NC NC 4 0.31 R.53 0.162 12 NC 0.281 60 4 0.31 R.54 0.193 9 NC 1.619 57 4 0.31 R.55 0.063 35 NC NC NC 4 0.31 R.56 0.175 12 NC 0.315 60 4 0.31 R.57 0.164 60 NC 0.152 60 4 0.31 R.58 0.121 60 NC 0.035 60 4 0.31 R.59 0.18 9 NC 1.501 57 4 0.31 R.60 0.17 12 NC NC NC 4 0.31 R.61 0.17 12 NC 0.085 60 4 0.31 R.62 0.171 2 NC 1.396 50 4 0.31 R.63 0.081 12 NC NC NC 4 0.31 R.64 0.155 12 NC 0,137 60 4 0.31 R.65 0.197 2 NC 3.4 54 4 0.31 R.66 0.347 12 NC NC NC 8 0.51 R.67 0.264 12 NC 0.1 57 4 0.31 R.68 0.193 36 NC 0.758 9 4 0.31 R.69 0,082 32 NC NC NC 4 0.31 R.70 0.108 32 NC NC NC 4 0.31 R.71a 0.203 12 NC 1.402 60 4 0.31 R.71b 0.071 60 NC 0.041 60 4 0.31 R.72 0.22 8 NC 0.468 54 4 0.31 R.73 0.164 59 NC 0.385 56 4 0.31 R.75 0.023 60 NC NC NC 4 0.31 • R.75 0.023 14 NC NC NC 4 0.31 R.76 0.021 12 NC 0.018 57 4 0.31 R.77 0.061 33 NC NC NC 4 0.31 R.78 0.033 24 NC NC NC 4 0.31 R.79 0.124 33 NC NC NC 4 0.31 C. 19 Company Dec 14,2015 IIIRISA Design Job Numerber Checked By: Model Name : • Wood Wall Panel Axial Code Checks (AF&PA NDS-12:ASD) Wall Panel Region Stud Size Stud Spaci... Axial Check Gov LC Chord Size Chord Axial C... Gov LC 1 4.71 R3 2X6 24 .443 67 3-2X6 .361 36 2 4.72 R3 2X6 24 .201 62 3-2X6 .263 50 3 4.30 R3 2X6 24 .264 67 3-2X6 .168 29 4 4.07 R3 2X6 24 .366 67 3-2X6 .147 29 5 4.22 R3 2X6 24 .184 67 3-2X6 .213 56 6 4.21 R3 2X6 24 .226 67 3-2X6 .348 11 7 4,46 R3 2X6 24 .338 67 3-2X6 .133 36 8 4.15 R3 2X6 24 .197 62 3-2X6 .195 2 9 4.19 R3 2X6 24 .203 62 3-2X6 .128 2 10 4.41 R3 2X6 24 .272 67 3-2X6 . .649 60 11 4.52 R3 2X6 24 .264 67 3-2X6 .196 36 12 4.57 R3 2X6 24 .243 67 3-2X6 .27 60 13 4.63 R3 2X6 24 .242 67 3-2X6 .163 36 14 4.73 R3 2X6 24 .305 `" 67 3-2X6 .177 34 15 4.75 R3 2X6 24 .164 62 3-2X6 .094 26 16 4,76 R3 2X6 24 .181 62 3-2X6 " .099 26 17 4.25 R3 2X6 24 .182 67 3-2X6 .165 50 18 4.32 R3 2X6 24 .417 67 3-2X6 .399 29 19 4.24 R3 2X6 24 .321 67 3-2X6 .213 29 20 4.79 R3 2X6 24 .357 67 3-2X6 .251 36 21 4.34 R3 2X6 24 .327 67 3-2X6 .222 36 22 4.33 R3 2X6 24 .145 67 3-2X6 .116 9 23 4.12 R3 2X6 24 .299 67 3-2X6 .211 29 24 4.17'" R3 2X6 24 .298 64 3-2X6 .192 29 • 25 4.04 R3 2X6 24 .283 67 3-2X6 .112 29 26 4.05 R3 2X6 24 .297 67 3-2X6 .196 29 27 4.09 R3 2X6 24 .246 64 3-2X6 .183 53 28 4.13 R3 2X6 24 .23 67 3-2X6 .334 Ill 29 4.18 R3 2X6 24 .186 67 3-2X6 .195 5 30 4.37 R3 2X6 24 .27 64 3-2X6 _ .11 36 31 4.55 R3 2X6 24 .3 67 3-2X6 .131 36 32 4.60 R3 2X6 24 .252 67 3-2X6 .214 60 33 4.01 R3 2X6 24 .307 62 3-2X6 .11 33 34 4.39 R3 2X6 24 .356 67 3-2X6 .13 36 35 4.36 R3 2X6 24 .13 67 3-2X6 .056 27 36 4.35 R3 2X6 24 .163 67 3-2X6 .068 3 37 4.31 R 1 2X6 24 .382 67 3-2X6 .313 29 38 4.29 R1 2X6 24 .363 67 3-2X6 .381 5 39 4.74 R1 2X6 24 .353 67 3-2X6 .287 12 40 3.71 R1 2X6 24 .61 67 3-2X6 .628 36 41 3.72 R1 2X6 24 .379 62 3-2X6 .562 50 42 3.30 R1 2X6 24 .362 67 3-2X6 .269 29 43 3.07 R1 2X6 24 .475 67 3-2X6 .225 29 44 3.22 RI 2X6 24 .357 62 3-2X6 .4 56 45 3.21 RI 2X6 24 .34 67 3-2X6 .744 11 46 3.46 R 1 2X6 24 .471 67 3-2X6 .231 36 47 3.15 R 1 2X6 24 .381 62 3-2X6 .364 2 48 3.19 R1'' 2X6 24 .39 62 3-2X6 .268 2 49 3.41 R 1 2X6 24 .38 67 3-2X6 1.293 60 50 3.52 R1 2X6 24 .34 67 3-2X6 .3 12'. 51 3.57 R1 2X6 24 .313 67 3-2X6 .498 12 52 3.63 RI 2X6 24 .312 67 3-2X6 .289 12 53 3.73 R1 2X6 24 .412 67 3-2X6 .326 36 54 3.75 R1 2X6 24 .311 62 3-2X6 .183 50 55 3.76 R1 2X6 24 .34 62 3-2X6 .211 26 56 3.25 R 1' 2X6 24 ,341 62 3-2X6 .491 2 57 3.32 R1 2X6 24 .564 67 3-2X6 .746 5 58 3.24 R1 2X6 24 .432 67 3-2X6 .376 29 59 3.79 R1 2X6 24 .516 67 3-2X6 .446 36 60 3.34 RI' 2X6 24 .445 67 3-2X6 .383 12 RISA-3D Version 13.0.1 [P:\2015\2015018.00 Ash Ave Apartments\calcs\Bldg 1\20151214 Ash Apts Final.rfl] Page 1 C. 20 Company Dec 14,2015 IIIRISA Designer Job Number E. Checked By: Model Name • Wood Wall Panel Axial Code Checks (AF&PA NDS-12:ASD) (Continued) Wall Panel Region Stud Size Stud Spaci... Axial Check Gov LC Chord Size Chord Axial C... Gov LC 61 3.33 RI 2X6 24 .231 62 3-2X6 .263 9 62 3.12 R1 2X6 24 .382 67 3-2X6 .355 29 63 3.17 R1 2X6 24 .366 67 3-2X6 .372 5 64 3.04 R1 2X6 24 .369 67 3-2X6 .174 29 65 3.05 RI 2X6 24 .391 67 3-2X6 .286 29 66 3.09 R1 2X6 24 .3 67 ' 3-2X6 .378 5 67 3.13 R1 2X6 24 .303 67 3-2X6 .63 5 68 3.18 R1 2X6 24 .262 67 3-2X6 .331 59 69 3.37 R1 2X6 24 .332 67 3-2X6 .18 36 70 3.55 RI 2X6 24 .384 67 3-2X6 .204 36 71 3.60 R1 2X6 24 .323 67 3-2X6 .423 12 72 3.01 RI 2X6 24 .557 62 3-2X6 .222 33 73 3.39 R1 2X6 24 .527 67 3-2X6 .212 36 74 3,36 RI 2X6 24 .196 67 3-2X6 .114 3 75 3.35 RI 2X6 24 .26 62 3-2X6 .157 9 76 3.31 R1 2X6 24 .516 67 3-2X6 .477 5 77 3.29 RI 2X6 24 .502 67 3-2X6 .608 5 78 3.74 R1 2X6 24 .478 67 3-2X6 .46 12 79 2.71 R1 2X6 20 .952 67 3-2X6 1.443 60 80 2.72 R1 2X6 24 .745 62 3-2X6 1.481 50 81 2.30 R1 2X6 24 .628 67 3-2X6 .634 59 82 2.07 R1 2X6 24 .795 67 3-2X6 .565 29 83 2.22 R1 2X6 24 .703 62 3-2X6 .97 8 84 2.46 R1 2X6 18 .875 67 3-2X6 .599 36 85 2.15 R1 2X6 24 .758 62 3-2X6 .786 50 86 2.19 R1 2X6 24 .765 62 3-2X6 .724 50 io 87 2.41 R3 2X6 24 .881 67 3-2X6 3.213 60 88 2.52 R3 2X6 24 .749 67 3-2X6 1.04 60 89 2.57 R3 2X6 24 .602 67 3-2X6 1.342 60 90 2.63 R3 2X6 24 .601 67 3-2X6 .808 60 91 2.73 RI 2X6 24 .706 67 3-2X6 .681 6 92 2.76 R1 2X6 20 .995 62 3-2X6 .523 26 93 2.25 R1 2X6 24 .705 62 3-2X6 1.201 50 94 2.32 R1 2X6 22 .927 62 3-2X6 1.499 5 95 2.24 R1 2X6 24 .737 67 3-2X6 .916 52 96 2.79 R1 2X6 24 .889 67 3-2X6 1.2 12 97 2.34 R3 2X6 24 .94 67 3-2X6 1.279 12 98 2.33 R3 2X6 24 .364 62 3-2X6 .827 9 99 2.12 RI 2X6 24 .631 67 3-2X6 .779 53 100 2.17 RI 2X6 24 .596 67 3-2X6 .923 5 101 2.04 R1 2X6 24 .618 67 3-2X6 .465 29 102 2.05 RI 2X6 24 .659 67 3-2X6 .756 5 103 2.09 R1 2X6 24 .488 67 3-2X6 .995 5 104 2.13 Rl 2X6 24 .51 67 3-2X6 1.67 53 105 2.18 R1 2X6 24 .457 67 3-2X6 .988 4 106 2.37 R3 2X6 24 .713 67 3-2X6 .638 36 107 2.55 R3 2X6 24 .844 67 3-2X6 .679 36 108 2.60 R1 2X6 24 .62 67 3-2X6 1.212 60 109 2.01 R1 2X6 18 .897 62 3-2X6 .48 33 110 2.39 R3 2X6 16 1.006 67 3-2X6 .553 36 111 2.36 RI 2X6 24 .488 62 3-2X6 .506 9 112 2.35 R1 2X6 24 .627 62; 3-2X6 .657 9 113 2.40 R1 2X6 24 .871 67 3-2X6 .514 36 114 2.31 R1 2X6 24 .898 67 3-2X6 1.219 5 115 2.29 RI 2X6 24 .869 67 3-2X6 1.597 5 116 , 2.74 R1 2X6 24 .818 67 3-2X6 1.205 12 117 2.70 R1 2X6 24 .61 67 3-2X6 .352 26 • 1 18 2.69 R1 2X6 24 .664 67 3-2X6 .4 26 119 3.27 R1 2X6 24 .219 67 3-2X6 .12 26 120 . 3.69 R1 2X6 24 .423 67 3-2X6 .189 26 121 3.70 R1 2X6 24 .235 67 3-2X6 .15 32 RISA-3D Version 13.0.1 [P:\2015\2015018.00 Ash Ave Apartments\calcs\Bldg 1\20151214 Ash Apts Final.rfl] Page 2 C.21 Company Dec 14,2015 IIIRISA Designer Job Number Checked By: Model Name • Wood Wall Panel Axial Code Checks (AF&PA NDS-12:ASD) (Continued) Wall Panel Reaion Stud Size Stud Soaci... Axial Check Gov LC Chord Size Chord Axial C... Gov LC 122 4.27 Rl 2X6 24 157 67'" 3-2X6 062 32: 123 4.69 R1 2X6 24 .326 64 3-2X6 .116 32 124 4.70 RI 2X6 24 .178 67 3-2X6 .079 35 125 2.27 R1 2X6 24 .691 62 3-2X6 .391 26 126 R.71b R1 2X6' 24 .282 64 3-2X6 .151 36 127 R.72 RI 2X6 24 .057 64 3-2X6 .076 64 128 R.30 RI 2X6 24 .231 64 3-2X6 .119 64 129 R.07 R1 2X6 24 .349 64 3-2X6 .127 64 130 R.22 R1 2X6 24 .061 64 3-2X6 .081 8 '. 131 R.21 R1 2X6 24 ,158 64 3-2X6 .102 35 132 R.46 RI 2X6 24 .279 64 3-2X6 .134 64 133 R.15 R1 2X6 24 .038 64 3-2X6 .071 2 134 R.19 R1 2X6 24 .041 64 3-2X6 .042 29 135 R.43 R1 2X6 24 .123 64 3-2X6 .05 33 136 R.47 RI ! 2X6 24 " .24 64 3-2X6 " .605 64 137 R.48 R1 2X6 24 .252 64 3-2X6 .11 64 138 R.53 R1" 2X6 24: .213 64 3-2X6 .126: 36 139 R.41 R1 2X6 24 .223 64 3-2X6 .227 60 140 R.52 RI 2X6 24 .257 64 3-2X6 .127' 36 141 R.57 R1 2X6 24 .237 64 3-2X6 .157 36 142 R.63 RI 2X6 24 .235 64 3-2X6 .103 36 143 R.73 R1 2X6 24 .27 64 3-2X6 .114 35 144 . R.76 Rl 2X6 24 .035 64 3-2X6 .022 33 145 R.25 R1 2X6 24 .061 64 3-2X6 .103 8 146 R.24 R1 r 2X6 24 .287 64 3-2X6 .128 32 ill147 R.79 R1 2X6 24 .262 64 3-2X6 .122 33 148 R.34 R1 2X6 24 .278 64> 3-2X6 .136 36 149 R.33 R1 2X6 24 .083 64 3-2X6 .043 9 150 R.12 RI ` 2X6 ` 24 .295 64 3-2X6 .147 29 151 R.17 R1 2X6 24 .301 64 3-2X6 .117 29 152 R.04 R1 2X6 24 .27 64` 3-2X6 .11 64 153 R.05 R1 2X6 24 .276 64 3-2X6 .148 64 154 R.09 R 1 ; 2X6 24 .249 64 3-2X6 .166 64 155 R.13 R1 2X6 24 .209 64 3-2X6 .149 5 156 R.18 R1': 2X6 24 .15 64 3-2X6 .075 25 157 R.37 R1 2X6 24 .242 64 3-2X6 .104 64 158 R.44 R1 2X6 24 .217 64 3-2X6 .109 64 159 R.50 R1 2X6 24 .225 64 3-2X6 .102 36 160 R.56 RI 2X6 24' .198 64 3-2X6 .118 36 161 R.58 R1 2X6 24 .246 64 3-2X6 .124 36 162 R.68 R1 2X6 24 .086 64 3-2X6 .271 64 163 R.55 R1 2X6 24 .295 64 3-2X6 .14 64 164 R.60 R1 2X6 24 .246 64 3-2X6 .122 36 165 R.01 R1 2X6 24 .077 64 3-2X6 .034 27 166 R.61 R1 2X6 24 .229 64 3-2X6 .113 36 167 R.39 RI 2X6 24 .251 64 3-2X6 .112 64 168 R.36 R1 2X6 24 .08 64 3-2X6 .033 3 169 R.35 RI 2X6 24 .093 64 3-2X6 .05 36 170 R.40 R1` 2X6 24 .19 64 3-2X6 .073 64 171 R.31 R1 2X6 24 .27 64 3-2X6 .158 5 172 R.29 R1 2X6 24 .267 64 3-2X6 .197 5 173 R.74 R1 2X6 24 .264 64 3-2X6 .148 12 174 R.27 RI 2X6 24 .128 64 3-2X6 .056 32 175 R.69 R1 2X6 24 .323 64 3-2X6 .145 64 176 R.70 R1 2X6 24 .164 64 3-2X6 .115 64 177 R.78 RI 2X6 24 .041 64 3-2X6 .034 36 41) 178 R.75 R 1 2X6 24 .03- ' 2 . 179 4.78 R1 2X6 24 .157 6264 3-2X63- X6 .093021 2266 180 3.78 RI 2X6 24 .294 62 3-2X6 .169 26 181 2.78 R1 2X6 24 .557 62 3-2X6 .578 2 182 3.20 R1 ' 2X6 24 .288 62 3-2X6 .29 53 RISA-3D Version 13.0.1 [P:\2015\2015018.00 Ash Ave Apartments\calcs\Bldg 1\20151214 Ash Apts Final.rfl] Page 3 C. 22 Company Dec 14,2015 Iii R' A Designer Job Number Checked By: Model Name Wood Wall Panel Axial Code Checks (AF&PA NDS-12:ASD) (Continued) Wall Panel Region Stud Size Stud Spaci... Axial Check Gov LC Chord Size Chord Axial C... Gov LC 183 4.20 R1 2X6 24 .159 62 3-2X6 .123 53 184 R.20 RI 2X6 24 .049 64 3-2X6 .055 53 185 R.64 R1 2X6 24 .211 64 3-2X6 .126 64 186 . 2.20 R1 2X6 24 , .554 62 3-2X6 .487 32 187 2.66 R1 2X6 24 .666 62 3-2X6 1.653 54 188 2.67 R1 2X6 24 .373 67 3-2X6 1.096 6 189 3.66 R1 2X6 24 .339 67 3-2X6 .723 60 190 3.67 RI 2X6 24 .21 67 3-2X6 .414 12 191 4.66 R1 2X6 24 .222 67 3-2X6 .36 40,., 192 4.67 R1 2X6 24 .15 67 3-2X6 .221 6 193 R.66 R1 2X6 24 .14 64 3-2X6 .145 36 194 R.67 R1 2X6 24 .111 64 3-2X6 .092 6 195 . 3.40 R1 2X6 24 .294 67 3-2X6 .185 36 196 3.43 R 1 2X6 24 .201 = 67 3-2X6 .188 12 197 3.44 R1 2X6 24 .313 67 3-2X6 .207 36 198 3.47 R1 2X6 24 .166 64 3-2X4. -. .438 64 199 3.48 R1 2X6 24 .323 67 n 3-2X6 .242 36 200 3.50 RI 2X6. 24 .304 67 3-2X6 .357 12 201 3.53 R1 2X6 24 .293 67 3-2X6 ,468 12 202 3.56 R1 2X6 24 .275 67 3-2X6 .479 12 203 3.58 RI 2X6 24 .336 67 3-2X6 .384 12 204 3.61 R1 2X6 24 .314 67 '` 3-2X6 .426 12 205 3.64 RI 2X6 24 .321 67 3-2X6 .413 12 206 3.68 RI 2X6 24 .194 " 67 3-2X6 .341` 33 207 4.40 R1 2X6 24 .217 67 3-2X6 .104 36 208 4.43 RI 2X6 24 .146 67 3-2X6 .1 60 ill 209 4.44 R1 2X6 24 .246 67 3-2X6 .129 36 210 4.47 RI 2X6 24 .203 64 3-2X6 .317 64 211 4.48 RI 2X6 24 .254 67 3-2X6 .145 36 212 4.50 R1 2X6 24 .235 67 3-2X6 ,172 36 213 4.53 R1 2X6 24 .225 67 3-2X6 .281 12 214 4.56 R1 2X6 24 .21 67 3-2X6 .288 12 215 4.58 R1 2X6 24 .259 67 3-2X6 .195 36 216 4.61 RI` 2X6 24 .241 67 3-2X6 .216 60 217 4.64 R1 2X6 24 .247 67 3-2X6 .208 60 218 4.68 R1 2X6 24 .13 67 3-2X6 .229 33 219 2.43 R1 2X6 24 .688 67 3-2X6 .83 12 220 2.44 R1 2X6 24 .98 67 3-2X6 .814 36 221 2.47 R1 2X6 18 .943 67 3-2X6 .907 36 222 . 2.48 R1 2X6 20 .93 67 3-2X6 .644 12 223 2.50 R1 2X6 24 .858 67 3-2X6 1.153 12 224 2.53 RI 2X6 24 .879 67 3-2X6 1.384 54 225 2.56 R1 2X6 24 .802 67 3-2X6 1.392 60 226 2.58 RI 2X6 24 .884 67 3-2X6 1.135 12 227 2.61 R1 2X6 24 .787 67 3-2X6 1.219 60 228 2.64 RI 2X6 24 .833 67 3-2X6 1.194 60 229 2.68 RI 2X6 24 .841 67 3-2X6 1.058 4 230 2.21 R1 2X6 24 .641 62 3-2X6 2.114 11 231 R.03 RI 2X6 24 .031 64 3-2X6 .111 9 232 R.08 RI 2X6 24 .03 64 3-2X6 .106 9 233 R.14 RI 2X6 24 .032 64 3-2X6 .101 2 234 R.16 RI 2X6 24 .031 64 ° 3-2X6 .103 2 235 R.23 R1 2X6 24 .031 64 3-2X6 .103 2 236 R.10 RI 2X6 24 .03 64 3-2X6 .105 8 237 4.03 R1 2X6 24 .235 62 3-2X6 .276 57 238 4,08 R1 2X6 24 .204 62 3-2X6 .255 57 239 4.10 R1 2X6 24 .163 62 3-2X6 .264 2 240 4.14 RI 2X6 24 .205 62 3-2X6 .265 50 ill 241 4.16 R1 2X6 24 .204 62 3-2X6 .274 50 242 4.23 RI 2X6 24 .201 62 3-2X6 .306 2 243 3.03 R1 2X6 24 .45 62 3-2X6 .454 9 RISA-3D Version 13.0.1 IP:\2015\2015018.00 Ash Ave A artments\calcs\Bld 1\20151214 Ash Apts Final.rfl] Page 4 C. 23 Company Dec 14,2015 IIIRISA Design Job Nuermber Checked By: Model Name : • Wood Wall Panel Axial Code Checks (AF&PA NDS-12:ASD) (Continued) Wall Panel Region Stud Size Stud Spaci... Axial Check Gov LC Chord Size Chord Axial C... Gov LC 244 3.08 R1, 2X6 24 .391 62 3-2X6 .:. .438 49 245 3.10 RI 2X6 24 .308 62 3-2X6 .452 2 246 3.14 R1 2X6 24: .392 62 3-2X6 .474 2 247 3.16 R1 2X6 24 .391 62 3-2X6 .559 2 248 3.23 RI 2X6 24 .383 42 3-2X6 .585 2 249 2.03 R1 2X6 24 .888 62 3-2X6 1.16 57 250 2.08 RI 2X6 24 .771 62 3-2X6 1.077 57 251 2.10 R1 2X6 24 .607 62 3-2X6 1.068 50 252 2.14 RI 2X6 24 .772 62 3-2X6 1.211 2 253 2.16 R1 2X6 24 .771 62 3-2X6 1.318 50 254 2.23 RI 2X6 24 .754 62 3-2X6 1.337 50 255 R.42 R1 2X6 24 .035 64 3-2X6 .155 9 256 R.45 RI 2X6 24 .03 " 64 3-2X6 .156 9 257 R.49 R1 2X6 24 .031 64 3-2X6 .145 9 258 R.51 R1 2X6 24 .029 64 3-2X6 .135 9 259 R.54 R1 2X6 24 .031 64 3-2X6 .127 9 260 . R.59 R1 2X6 24 .031 64 3-2X6 .12 9 261 R.62 R1 2X6 24 .03 64 3-2X6 .114 2 262 R.65 R1`' 2X6 24 .034.. 64= 3-2X6}. .113 8 263 4.42 _ R1 2X6 24 .172 2 3-2X6 .362 9 264 4.45 R 1 2X6 24 . .189 62 3-2X6 .38 9 265 4.49 R 1 2X6 24 .183 62 32X6 .363 9 266 4.51 RI 2X6 24 .192 62 3-2X6 .335 9 267 4.54 RI 2X6 24 .216 62 3-2X6 .295 57 268 4.59 R 1` 2X6 24 .196 62 3-2X6 .283 57 ak269 4.62 R 1 2X6 24 .22 62 3-2X6 .273 50 270 4.65 R 1 2X6 24 .156 62 3-2X6 .287 54 271 3.42 R 1 2X6 24 .327 62 3-2X6 .682 51 272 3,45 R 2X6 24 .361 62 3-2X6 .723 57 273 3.49 R1 2X6 24 .349 62 3-2X6 .681 9 274 3.51 R1 2X6 24 .368 62 3-2X6 .627 9 275 3.54 R1 2X6 24 .415 62 3-2X6 .52 9 276 3.59 R1 2X6 24 .375 62 3-2X6 .488 57 277 3.62 R1 2X6 24 .423 62 3-2X6 .48 2 278 3.65 RI 2X6 24 .299 62 3-2X6 .571 8 279 2.42 R1 2X6 24 _ .846 62 3-2X6 2.171 57 280 2.45 R1 2X6 24 .958 62 3-2X6 2.058 57 281 2.49 RI 2X6 24 .928 62 3-2X6 2.027 57 282 2.51 R1 2X6 24 .956 62 3-2X6 1.906 57 283 2.54 R1 2X6 20 .917 62 3-2X6 1.587 57 284 2.59 R1 2X6 24 .851 62 3-2X6 1.259 57 285 2.62 R1 2X6 24 .962 62 3-2X6 1.271 49 286 2.65 R1 2X6 24 .589 62 3-2X6 1.379 8 287 R.02 R1 2X6 24 .321 64 3-2X6 .234 29 288 R.06 R1 2X6 24 .034 64 3-2X6 .106 9 289 R.11 R1 2X6 24 .034 64 3-2X6 .101 2 290 R.77 RI 2X6 24 .079 64 3-2X6 .048 64 291 R.38 R1 2X6 24 .031 64 3-2X6 .13 9 292 4.38 RI 2X6 24 .211 62 3-2X6 .321 9 293 4.77 RI 2X6 24 .113 67 3-2X6 .072 26 294 4.02 RI 2X6 24 .333 67 3-2X6 .373 29 295 4.06 R1 2X6 24 .171 62 3-2X6 .302 9 296 4.11 R1' 2X6 24 .214 62 3-2X6 .267 50 297 3.38 R1 2X6 24 .405 62 3-2X6 .622 57 298 3.77 R1 2X6` 24 .142 67 3-2X6 .141 2 299 3.02 R1 2X6 24 .431 67 3-2X6 .699 5 ill300 3. 1 2 3 9 301 3.0611 RR 2X62X6 24 24 .41323 6 62 2X6 3-2Xb .445342 2 302 2.75 R1 2X6 24 .854 62 3-2X6 .661 2 303 2.77 R1 2X6 24 .234 67 3-2X6 .475 2 304 2.38 R1 2X6 24 .785 62 3-2X6 2.558 9 RISA-3D Version 13.0.1 [P:\2015\2015018.00 Ash Ave Apartments\calcs\Bldg 1\20151214 Ash Apts Final.rfl] Page 5 C. 24 Company Dec 14,2015 IIIRISA Design Job Nuermber Checked By: Model Name : • Wood Wall Panel Axial Code Checks (AF&PA NDS-12:ASD) (Continued) Wall Panel Region Stud Size Stud Spaci... Axial Check Gov LC Chord Size Chord Axial C... Gov LC 305 2.02 R1 2X6 24 .718 67 3-2X6 1.864 5 306 2.06 R12X6 24 .635 62 3-2X6 1.25 57 307 2.11 R1 2X6 24 .809 62 3-2X6 1.166 50 308 R.710 R1 2X6 24 .226 64 3-2X6 .156 36 309 R.32a R1 2X6 24 .27 64 3-2X6 .144 29 310 R.32b R1 ' 2X6 24 .219 64 3-2X6 .152 11 S . RISA-3D Version 13.0.1 [P:\2015\2015018.00 Ash Ave Apartments\calcs\Bldg 1\20151214 Ash Apts Final.rfl] Page 6 •xamPle RISA result for wall chord capacity •c. 25 Company Dec 2,2015 Designer . Job Number : Checked By: Model Name : 4.34: R3(In-Plane) CRITERIA MATERIALS GEOMETRY Code : AF&PA NDS-12:ASD Wall Studs : DF Total Height : 10 ft Stud Size : 2X6 Total Length : 14.667 ft Wall Material : DF Chord Material : DF Region H/W : 0.68 Panel Schedule : 0.469 (10d) Panel Gro...Chord Size : 3-2X6 Cap.Adj. (2w/h) : 1.00 Optimize HD : Yes Top PI &Sill : DF Stud Spacing : 24 in HD Manufacturer: SIMPSON Top PI Size : 2-2X6 Sill PI Size : 2X6 ENVELOPE DIAGRAMS DESIGN SUMMARY Min: 20.244 at 10 ft Min: -42.071 at 0 ft SHEAR PANEL k k k-ft Required Cap : .214 k/ft Provided Cap : .34 k/ft Ratio .63 Governing LC : 60 (Seismic) CHORDS Chord Capacity for Max Comp Forc: 10 ft Wall Height Comp Capacity Comp Ratio Gov Comp LC : 36 Max Tens Force : .334 k Tens Capacity : 30.405 k Tens Ratio : .011 t..-. Gov Tens LC : 60 STUDS Required Cap : 2.595k Provided Cap : 7.925 k Ratio : .327 Governing LC : 67 P V M Max: 20.76 at 0 ft Max: 3.142 at 5 ft Max: -19.507 at 10 ft DEFLECTIONS Flexure Comp : .003 in Shear Comp • 097 in RISA-3D Version 13.0.1 [P:\2015\2015018.00 Ash Ave Apartments\calcs\Bldg 1\201511-02Eziatngpts Finalrf9 Wage 1 Tot Deflection : .1 in nrworninn I r • RA C. 26 Company Dec 2,2015 Designer Job Number : Checked By: Model Name : 4.34:R3 DESIGN DETAILS SELECTED SHEAR PANEL : S1_15/32_10d@6 Panel Grade : St-I Nail Size : 10d Num Sides : One Panel Thick : 0.469 in Reqd Pen : 1.250 in Over Gyp Brd. : No Regd. Spacing : 6 in Shear Capacity : 0.340 k/ft Adjusted Cap : 0.340 k/ft NOTE: AF&PA NDS-12 defines a 10d nail as being 3.0"x 0.1480"common, or 3.0"x 0.122" galvanized box CROSS SECTION DETAILING ro ro • �;L i7111 ": .. . - ,.,��..,....,rte : ,. v .r, _:. ........ � ... ., m.:k Chord Force= 5.663-k(LC36)(C) Chord Force = -0.334-k (LC60)(T) S1_15/32_10d@6 • RISA-3D Version 13.0.1 [P:\2015\2015018.00 Ash Ave Apart is\calcs\Bldg 1\20151202 Ash Apts Final.rfl] Page 2 • .mple RISA result for wall chord capacity • C. 27 Company Dec 2,2015 Designer . Job Number : Checked By: Model Name : R.34: RI (In-Plane) CRITERIA MATERIALS GEOMETRY Code : AF&PA NDS-12:ASD Wall Studs : DF Total Height : 11 ft Stud Size : 2X6 Total Length : 14.667 ft Wall Material : DF Chord Material : DF Region H/W : 0.75 Panel Schedule : 0.469 (10d) Panel Gro...Chord Size : 3-2X6 Cap.Adj. (2w/h) : 1.00 Optimize HD : Yes Top PI &Sill : DF Stud Spacing : 24 in HD Manufacturer: SIMPSON Top PI Size : 2-2X6 Sill PI Size : 2X6 ENVELOPE DIAGRAMS DESIGN SUMMARY Min: 14.533 at 11 ft Min: -16.733 at 0 ft SHEAR PANEL k k ft Required Cap : .11 k/ft Provided Cap : .34 k/ft y=, Ratio : .325 Governing LC : 60 (Seismic) CHORDS Chord Capacity for Max Comp Forc- • �> 1 ft Wall Height Comp Capacity Comp Ratio Gov Comp LC : 36 Max Tens Force : 0 k Tens Capacity : 24.976 k Tens Ratio : 0 Gov Tens LC : N/A STUDS Required Cap : 1.886k Provided Cap : 6.795 k Ratio : .278 Governing LC : 64 P V M Max: 15.089 at 0 ft Max: 1.619 at 5.5 ft Max: -4.945 at 11 ft DEFLECTIONS Flexure Comp : .002 in Shear Comp • 055 in RISA-3D Version 13.0.1 [P:\2015\2015018.00 Ash Ave Apartments\calcs\BIdg 1\2015HD2EfidmOpts FinalxfO ittage 1 Tot Deflection : .057 in r-Invorninn I r • AA C. 28 Company Dec 2,2015 Designer Job Number : Checked By: Model Name : R.34: R1 DESIGN DETAILS SELECTED SHEAR PANEL : S1_15/32 10d@6 Panel Grade : St-I Nail Size : 10d Num Sides : One Panel Thick : 0.469 in Reqd Pen : 1.250 in Over Gyp Brd. : No Reqd. Spacing : 6 in Shear Capacity : 0.340 k/ft Adjusted Cap : 0.340 k/ft NOTE: AF&PA NDS-12 defines a 10d nail as being 3.0"x 0.1480"common, or 3.0"x 0.122" galvanized box CROSS SECTION DETAILING c ' 24.0-in i m..,.._,.. � ram,:.x.... a..s , �a. u -ri_ .k. Chord Force = 2.910-k(LC36)(C) Chord Force= 1.660-k(LC64)(C) S1_15/32_10d@6 • RISA-3D Version 13.0.1 [P:\2015\2015018.00 Ash Ave Apants\calcs\Bldg 1\20151202 Ash Apts Final.rfl] Page 2 • ple RISA result for wall chord capacity • • C. 29 Company Dec 2,2015 Designer . Job Number : Checked By: Model Name : 2.71 :R1 (In-Plane) CRITERIA MATERIALS GEOMETRY Code : AF&PA NDS-12:ASD Wall Studs : DF Total Height : 12 ft Stud Size : 2X6 Total Length : 24.75ft Wall Material : DF Chord Material : DF Region H/W : 0.48 Panel Schedule : 0.469(10d) Panel Gro...Chord Size : 3-2X6 Cap. Adj. (2w/h) : 1.00 Optimize HD : Yes Top PI &Sill : DF Stud Spacing : 20 in HD Manufacturer: SIMPSON Top PI Size : 2-2X6 Sill PI Size : 2X6 HD Eccentricity : 5.875in ENVELOPE DIAGRAMS DESIGN SUMMARY Min: 88.136 at 12 ft Min: 276.7 at 12 ft SHEAR PANEL k k k-ft Required Cap : .594 k/ft Provided Cap : .665 k/ft Ratio : .894 Governing LC : 12 (Seismic) CHORDS Chord Capacity for —12 ft Wall Height Max Comp Forc= Comp Capacity Comp Ratio : . • {{" Gov Comp LC : 52 Max Tens Force : 6.272 k Tens Capacity : 28.826 k Tens Ratio : .218 M, sYmw�„,x P2 Gov Tens LC : 52 STUDS Required Cap : 5.572k Provided Cap : 5.849 k Ratio : .953 Governing LC : 67 P V M Max: 89.154 at 0 ft Max: -14.714 at 6 ft Max: 447.0 at 0 ft HOLD-DOWNS Required Cap : 6.78 k Prnvided Cap • R RR5 k RISA-3D Version 13.0.1 [P:\2015\2015018.00 Ash Ave Apartments\calcs\Bldg 1\20151 o\sh Apts Final1fg988 Page 1 Governing LC : 60 C. 30 Company Dec 2,2015 Designer Job Number : Checked By: Model Name : 2.71 : R1 DESIGN DETAILS SELECTED SHEAR PANEL : S1_15/32 10d@3 Panel Grade : St-I Nail Size : 10d Num Sides : One Panel Thick : 0.469 in Reqd Pen : 1.250 in Over Gyp Brd. : No Reqd. Spacing : 3 in Shear Capacity : 0.665 k/ft Adjusted Cap : 0.665 k/ft NOTE: AF&PA NDS-12 defines a 10d nail as being 3.0"x 0.1480"common, or 3.0"x 0.122" galvanized box SELECTED HOLD-DOWN : HDU11-SDS2.5 5.5 SPF-HF Min Chord Thk : 5.50 in Bolt Size: : n/a Base Cap(CD=1): 4.291 k Reqd Chord Mat : Hem Fir CD factor : 1.6 Adjusted Cap : 6.865 k CROSS SECTION DETAILING h/ hi COQ COQ N' • o ‘b;14 20.0-in I ggjj � ttt`F . ' , . a.x ..„, .. .. .,. � ,... ..^ . Chord Force = -6.272-k (LC52)(T) Chord Force= 19.845-k (LC52)(C) HD Force = 6.780-k(LC60) HD Force = 6.780-k (LC60) IIIRISA-3D Version 13.0.1 [P:\2015\2015018.00 Ash AvL�3 p1 1R \Bldg 1\20151202 Ash Apts Final.rfl] Page 2 . sample RISA result for wall chord capacity • • C. 31 Company Dec 2,2015 Designer . Job Number : Checked By: Model Name : 2.62:R1 (In-Plane) CRITERIA MATERIALS GEOMETRY Code : AF&PA NDS-12:ASD Wall Studs : DF Total Height : 13 ft Stud Size : 2X6 Total Length : 31.02ft Wall Material : DF Chord Material : DF Region H/W : 0.42 Panel Schedule : 0.469 (10d) Panel Gro...Chord Size : 3-2X6 Cap.Adj. (2w/h) : 1.00 Optimize HD : Yes Top PI &Sill : DF Stud Spacing : 24 in HD Manufacturer: SIMPSON Top PI Size : 2-2X6 Sill PI Size . 2X6 HD Eccentricity : 4.5 i n ENVELOPE DIAGRAMS DESIGN SUMMARY Min: 80.129 at 13 ft Min: -487.9 at 0 ft k ft SHEAR PANEL k k- ft Required Cap : .394 k/ft Provided Cap : .51 k/ft Ratio : .773 Governing LC : 2 (Seismic) CHORDSChord Capacity for Max Comp Forc- 3 ft Wall Height Comp Capacity • 12.994 k Comp Ratio : . t Gov Comp LC : 50 Max Tens Force : 6.99 k Tens Capacity : 28.826 k Tens Ratio : .243 Gov Tens LC : 50 STUDS Required Cap : 4.788k Provided Cap : 4.977 k Ratio : .962 : Governing LC : 62 P V M Max: 81.399 at 0 ft Max: 12.236 at 6.5 ft Max: -328.8 at 13 ft HOLD-DOWNS Required Cap : 7.058 k Provided Cap • 7i1 k RISA-3D Version 13.0.1 [P:\2015\2015018.00 Ash Ave Apartments\calcs\Bldg 1\20151 1 2CNsh Apts Final]f11965 Page 1 Governing LC : 50 C. 32 Company Dec 2,2015 Designer Job Number : Checked By: Model Name : 2.62:R1 DESIGN DETAILS SELECTED SHEAR PANEL : S1_15/32 10d@4 Panel Grade : St-I Nail Size : 10d Num Sides : One Panel Thick : 0.469 in Reqd Pen : 1.250 in Over Gyp Brd. : No Regd. Spacing : 4 in Shear Capacity : 0.510 k/ft Adjusted Cap : 0.510 k/ft NOTE: AF&PA NDS-12 defines a 10d nail as being 3.0"x 0.1480" common, or 3.0"x 0.122" galvanized box SELECTED HOLD-DOWN : HD76 3.5 DF-SP Min Chord Thk : 3.50 in Bolt Size: : 0.875 Base Cap(CD=1): 4.569 k Reqd Chord Mat : Douglas Fir CD factor : 1.6 Adjusted Cap : 7.310 k CROSS SECTION DETAILING 0�F O<e c 6 010 6 010 �:�' \� 24.0-inIFT �� k Chord Force = 16.971-k(LC50)(C) Chord Force =-6.990-k(LC50)(T) HD Force=7.058-k(LC50) HD Force = 7.058-k (LC50) ci ici'7 ln.dQ • RISA-3D Version 13.0.1 [P:\2015\2015018.00 Ash Ave Apart nts\calcs\Bldg 1\20151202 Ash Apts Final.rfl] Page 2 • ',Example RISA result for wall chord capacity • C. 33 Company Dec 2,2015 Designer . Job Number : Checked By: Model Name : 2.34: R3(In-Plane) CRITERIA MATERIALS GEOMETRY Code : AF&PA NDS-12:ASD Wall Studs : DF Total Height : 14 ft Stud Size : 2X6 Total Length : 14.667 ft Wall Material : DF Chord Material : DF Region H/W : 0.95 Panel Schedule : 0.469(10d) Panel Gro...Chord Size : 3-2X6 Cap. Adj. (2w/h) : 1.00 Optimize HD : Yes Top PI &Sill : DF Stud Spacing : 24 in HD Manufacturer: SIMPSON Top PI Size : 2-2X6 Sill PI Size : 2X6 HD Eccentricity : 5.75 in ENVELOPE DIAGRAMS DESIGN SUMMARY Min: 32.516 at 14 ft Min: -176.7 at 0 ft SHEAR PANEL k k k-ft Required Cap : .354 k/ft Provided Cap : .51 k/ft Ratio : .695 Governing LC : 60 (Seismic) CHORDS Chord Capacity for Max Comp Force. . ft Wall Height Comp Capacity • 11.886 k Comp Ratio . . • Gov Comp LC : 12 Max Tens Force : 6.949 k Tens Capacity : 28.826 k Tens Ratio : .241 Gov Tens LC : 60 STUDS Required Cap : 4.151k Provided Cap : 4.418 k Ratio : .94 Governing LC : 67 P V M Max: 33.211 at 0 ft Max: 5.198 at 7 ft Max: -104.1 at 14 ft HOLD-DOWNS Required Cap : 7.094 k Provided Cap • 7 31 k RISA-3D Version 13.0.1 [P:\2015\2015018.00 Ash Ave Apartments\calcs\Bldg 1\2015Ih�l1oksh Apts Final]f1)97 Page 1 Governing LC : 60 C. 34 Company Dec 2,2015 Designer . Job Number : Checked By: Model Name : 2.34: R3 DESIGN DETAILS SELECTED SHEAR PANEL : S1_15/32 10d©4 Panel Grade : St-I Nail Size : 10d Num Sides : One Panel Thick : 0.469 in Reqd Pen : 1.250 in Over Gyp Brd. : No Regd. Spacing : 4 in Shear Capacity : 0.510 k/ft Adjusted Cap : 0.510 k/ft NOTE: AF&PA NDS-12 defines a 10d nail as being 3.0"x 0.1480"common, or 3.0"x 0.122"galvanized box SELECTED HOLD-DOWN : HD7B 3.5 DF-SP Min Chord Thk : 3.50 in Bolt Size: : 0.875 Base Cap(CD=1): 4.569 k Reqd Chord Mat : Douglas Fir CD factor : 1.6 Adjusted Cap : 7.310 k CROSS SECTION DETAILING OAF O��e 010/ 6 010/ • 'la 44\� ( 24.0-in , �:l'�\� 1:70111` z g '1 f "' 4 i•® .... :w..s.`c2 §-.. � '.k" -.,.. .. ...Rt.¢ ..... . \ rrt.. 4 L® i e � .. ... Chord Force= 15.250-k (LC12)(C) AChord Force=-6.949-k (LC60)(T) HD Force = 7.094-k (LC60) HD Force=7.094-k (LC60) c1 15/19 1 new. RISA-3D Version 13.0.1 [P:\2015\2015018.00 Ash Ave Apants\calcs\Bldg 1\20151202 Ash Apts Final.rfl] Page 2 Chord Capacities C. 35 catena :',.....nv1.11 • Project Number: 2015018 Page/of: Project: Ash Apts By: cs Subject: Date: 12/14/15 Height(ft) Chord Capacity (kips) 14 11.9 13 13.0 12 15.1 11 21.4 10 25.4 • 0 C. 36 Alft.,, riy. Project Number. 2015018 Page/of: • Project: Ash Apts By: cs Subject Date: 12/14/15 v111\f& Chord Axial Check DCR x Chord Capacity Eq Chord Capacity .rd Force Wall Panel Chord Size Chord Axial Check Gov LC Governed? Height(ft) (kips) (kips) 2.01 3-2X6 0.48 33 Yes 12 12 • 2.02 3-2X6 1.864 5 Yes 12 15.122 28.2 2.03 3-2X6 1.16 57 Yes 12 15.122 17.6 2.04 3-2X6 0.465 29 Yes 12 15.122 7.1 From RISA Wall Detail 2.05 3-2X6 0.756 5 Yes 12 15.122 11.5 Printout 2.06 3-2X6 1.25 57 Yes 12 15.122 19.0 2.07 3-2X6 0.565 29 Yes 12 15.122 8.6 2.08 3-2X6 1.077 57 Yes 12 15.122 16.3 2.09 3-2X6 0.995 5 Yes 12 15.122 15.1 2.1 3-2X6 1.068 50 Yes 12 15.122 16.2 2.11 3-2X6 1.166 50 Yes 12 15.122 17.7 2.12 3-2X6 0.779 53 Yes 12 15.122 11.8 2.13 3-2X6 1.67 53 Yes 12 15.122 25.3 2.14 3-21(6 1.211 2 Yes 12 15.122 18.4 2.15 3-2X6 0.786 50 Yes 12 15.122 11.9 2.16 3-21(6 1.318 50 Yes 12 15.122 20.0 2.17 3-21(6 0.923 5 Yes 12 15.122 14.0 2.18 3-2X6 0.988 4 Yes 12 15.122 15.0 2.1.9 3-21(6 0.724 50 Yes 12 15.122 11.0 2.2 3-2X6 0.487 32 Yes 12 15.122 7.4 2.21 3-2X6 2.114 11. Yes 12 15.122 32.0 2.22 3-2X6 0.97 8 Yes 12 15.122 14.7 2.23 3-2X6 1.337 50 Yes 12 15.122 20.3 2.24 3-2X6 0.916 52 Yes 12 15.122 13.9 2.25 3-2X6 1.201 50 Yes 12 15.122 18.2 2.27 3-2X6 0.391 26 Yes 12 15.122 6.0 2.29 3-2X6 1.597 5 Yes 12 15.122 24.2 2.3 3-2X6 0.634 59 Yes 12 15.122 9.6 2.31 3-2X6 1.219 5 Yes 12 15.122 18.5 2.32 3-2X6 1.499 5 Yes 12 15,122 22.7 2.33 3-2X6 0.827 9 Yes 14 11,886 9.9 2.34 3-21(6 1.279 9 7.9 Yes 14 11.886 • 2.35 3-2X6 0.657 9 Yes 14 11.886 7.9 2.36 3-2X6 0.506 9 Yes 14 11.886 6.1 2.37 3-2X6 0.638 36 Yes 14 11.886 7.6 2.38 3-2X6 2.558 9 Yes 14 11.886 30.5 2.39 3-2X6 0.553 36 Yes 14 11.886 6.6 2.4 3-2X6 0.514 36 Yes 14 11.886 6.2 2.41 3-2X6 3.213 60 Yes 14 11.886 38.2 2.42 3-21(6 2.171 57 Yes 14 11.886 25.9 2.43 3-2X6 0.83 12 Yes 14 11.886 9.9 2.44 3-2X6 0.814 36 Yes 14 11.886 9.7 2.45 3-2X6 2.058 57 Yes 14 11.886 24.5 2.46 3-2X6 0.599 36 Yes 14 11.886 7.2 2.47 3-2X6 0.907 36 Yes 14 11.886 10.8 2.48 3-2X6 0.644 12 Yes 14 11.886 7.7 2.49 3-2X6 2.027 57 Yes 14 11.886 24.1 2.5 3-2X6 1.153 12 Yes 14 11.886 13.8 2.51 3-2X6 1.906 57 Yes 14 11.886 22.7 2.52 3-2X6 1.04 60 Yes 14 11.886 12.4 2.53 3-2X6 1.384 54 Yes 14 11.886 16.5 2.54 3-2X6 1.587 57 Yes 14 11.886 18.9 2.55 3-21(6 0.679 36 Yes 14 11.886 8.1 2.56 3-2X6 1.392 60 Yes 14 11.886 16.6 2.57 3-2X6 1.342 60 Yes 13 12,994 17.5 2.58 3-2X6 1.135 12 Yes 13 12.994 14.8 2.59 3-21(6 1.259 57 Yes 13 12.994 16.4 2.6 3-2X6 1.212 60 Yes 13 12.994 15.8 2.61 3-2X6 1.219 60 Yes 13 12.994 15.9 2.62 3-2X6 1.271 49 Yes 13 12.994 16.6 2.63 3-2X6 0.808 60 Yes 13 12.994 10.5 2.64 3-2X6 1.194 60 Yes 13 12.994 15.6 2.65 3-2X6 1.379 8 Yes 12 15.122 20.9 2.66 3-2X6 1.653 54 Yes 12 15.122 25.0 2.67 3-2X6 1.096 6 Yes 12 15.122 16.6 2.68 3-2X6 1.058 4 Yes 12 15.122 16.0 2.69 3-2X6 0.4 26 Yes 12 15.122 6.1 2.7 3-2X6 0.352 26 Yes 12 15.122 5.4 2.71 3-2X6 1.443 60 Yes 12 15.122 21.9 2.72 3-2X6 1.481 50 Yes 12 15.122 22.4 2.73 3-2X6 0.681 6 Yes 12 15.122 10.3 2.74 3-2X6 1.205 12 Yes 12 15.122 18.3 2.75 3-21(6 0.661 2 Yes 12 15.122 10.0 • 2.76 3-2X6 0.523 26 Yes 12 15.122 8.0 2.77 3-2X6 0.475 2 Yes 12 15.122 7.2 2.78 3-2X6 0.578 2 Yes 12 15.122 8.8 2.79 3-2X6 1.2 12 Yes 12 15.122 18.2 C. 37 Vii" • Project Nu 2015018 Page/of: Project Ash Apts By: cs Subject Date: 12/14/15 Wall EQ Chord Capacity Chord Force Chord Size Chord Axial Check Gov LC Height(ft) Panel Governed? (kips) (kips) 3.01 3-2X6 0.222 33 Yes 10 25.414 5.7 3.02 3-2X6 0.699 5 Yes 10 25.414 17.8 3.03 3-2X6 0.454 9 Yes 10 25,414 11.6 3.04 3-2X6 0.174 29 Yes 10 25.414 4.5 3.05 3-2X6 0.286 29 Yes 10 25.414 7.3 3.06 3-2X6 0.534 9 Yes 10 25.414 13.6 3.07 3-256 0.225 29 Yes 10 25.414 5.8 3.08 3-2X6 0.438 49 Yes 10 25.414 11.2 3.09 3-2X6 0.378 5 Yes 10 25.414 9.7 3.10 3-286 0.452 2 Yes 10 25.414 11.5 3.11 3-2X6 0.442 2 Yes 10 25.414 11.3 3.12 3-286 0.355 29 Yes 10 25.414 9.1 3.13 3-2X6 0.63 5 Yes 10 25.414 16.1 3.14 3-2X6 0.474 2 Yes 10 25.414 12.1 3.15 3-2X6 0.364 2 Yes 10 25.414 9.3 3.16 3-2X6 0.559 2 Yes 10 25.414 14.3 3.17 3-2X6 0.372 5 Yes 10 25.414 9.5 3.18 3-2X6 0.331 59 Yes 10 25.414 8.5 3.19 3-2X6 0.268 2 Yes 10 25.414 6.9 3.20 3-2X6 0.29 53 Yes 10 25.414 7.4 3.21 3-286 0.744 11 Yes 10 25.414 19.0 3.22 3-2X6 0.4 56 Yes 10 25.414 10.2 3.23 3-2X6 0.585 2 Yes 10 25.414 14.9 3.24 3-2X6 0.376 29 Yes 10 25.414 9.6 3.25 3-2X6 0.491 2 Yes 10 25.414 12.5 3.27 3-2X6 0.12 26 Yes 10 25.414 3.1 3.29 3-2X6 0.608 5 Yes 10 25.414 15.5 3.30 3-2X6 0.269 29 Yes 10 25.414 6.9 3.31 3-2X6 0.477 5 Yes 10 25.414 12.2 3.32 3-2X6 0.746 5 Yes 10 25.414 19.0 3.33 3-2X6 0.263 9 Yes 10 25.414 6.7 • 3.34 3-2X6 0.383 12 Yes 10 25.414 9.8 3.35 3-2X6 0.157 9 Yes 10 25.414 4.0 3.36 3-2X6 0.114 3 Yes 10 25.414 2.9 3.37 3-2X6 0.18 36 Yes 10 25.414 4.6 3.38 3-2X6 0.622 57 Yes 10 25.414 15.9 3.39 3-2X6 0.212 36 Yes 10 25.414 5.4 3.40 3-286 0.185 36 Yes 10 25.414 4.8 3.41 3-2X6 1.293 60 Yes 10 25.414 32.9 3.42 3-2X6 0.682 51 Yes 10 25.414 17.4 3.43 3-2X6 0.188 12 Yes 10 25.414 4.8 3.44 3-2X6 0.207 36 Yes 10 25.414 5.3 3.45 3-2X6 0.723 57 Yes 10 25.414 18.4 3.46 3-2X6 0.231 36 Yes 10 25.414 5.9 3.47 3-2X6 0.438 64 No 10 25.414 11.2 3.48 3-2X6 0.242 36 Yes 10 25.414 6.2 3.49 3-286 0.681 9 Yes 10 25.414 17.4 3.50 3-2X6 0.357 12 Yes 10 25.414 9.1 3.51 3-256 0.627 9 Yes 10 25,414 16.0 3.52 3-2X6 0.3 12 Yes 10 25.414 7.7 3.53 3-2X6 0.468 12 Yes 10 25.414 11.9 3.54 3-2X6 0.52 9 Yes 10 25.414 13.3 3.55 3-2X6 0.204 36 Yes 10 25.414 5.2 3.56 3-2X6 0.479 12 Yes 10 25.414 12,2 3.57 3-2X6 0.498 12 Yes 10 25.414 12.7 3.58 3-2X6 0.384 12 Yes 10 25.414 9.8 3.59 3-2X6 0.488 57 Yes 10 25.414 12.5 3.60 3-2X6 0.423 12 Yes 10 25.414 10.8 3.61 3-2X6 0.426 12 Yes 10 25.414 10.9 3.62 3-2X6 0.48 2 Yes 10 25.414 12.2 3.63 3-2X6 0.289 12 Yes 10 25.414 7.4 3.64 3-2X6 0.413 12 Yes 10 25.414 10.5 3.65 3-2X6 0.571 8 Yes 10 25.414 14.6 3.66 3-2X6 0.723 60 Yes 10 25.414 18.4 3.67 3-2X6 0.414 12 Yes 10 25.414 10.6 3.68 3-2X6 0.341 33 Yes 10 25.414 8.7 3.69 3-256 0.189 26 Yes 10 25.414 4.9 3.70 3-286 0.15 32 Yes 10 25.414 3.9 3.71 3-2X6 0.628 36 Yes 10 25.414 16.0 3.72 3-2X6 0.562 50 Yes 10 25.414 14.3 3.73 3-2X6 0.326 36 Yes 10 25.414 8.3 III 3.74 3-2X6 0.46 12 Yes 10 25.414 11.7 3.75 3-2X6 0.183 50 Yes 10 25.414 4.7 3.76 3-2X6 0.211 26 Yes 10 25.414 5.4 3.77 3-2X6 0.141 2 Yes 10 25.414 3.6 3.78 3-2X6 0.169 26 Yes 10 25.414 4.3 3.79 3-2X6 0.446 36 Yes 10 25.414 11.4 C. 38 ztiy Project Nu 2015018 Page/ot • Project: Ash Apt By: cs Subject: Date: 12/14/15 Wall Chord Chord Axial EQ Chord Capacity Chord Force Panel Size Check Gov LC Governed? Height(ft) (kips) (kips) P) 4.01 3-2X6 0.11 33 Yes 10 25.414 2.8 4.02 3-2X6 0.373 29 Yes 10 25.414 9.5 4.03 3-2X6 0.276 57 Yes 10 25.414 7.1 4.04 3-286 0.112 29 Yes 10 25.414 2.9 4.05 3-2X6 0.196 29 Yes 10 25.414 5.0 4.06 3-2X6 0.302 9 Yes 10 25.414 7.7 4.07 3-2X6 0.147 29 Yes 10 25.414 3.8 4.08 3-256 0.255 57 Yes 10 25.414 6.5 4.09 3-2X6 0.183 53 Yes 10 25.414 4.7 4.1 3-256 0.264 2 Yes 10 25.414 6.8 4.11 3-2X6 0.267 50 Yes 10 25.414 6.8 4.12 3-236 0.211 29 Yes 10 25.414 5.4 4.13 3-2X6 0.334 11 Yes 10 25.414 8.5 4.14 3-236 0.265 50 Yes 10 25.414 6.8 4.15 3-2X6 0.195 2 Yes 10 25.414 5.0 4.16 3-2X6 0.274 50 Yes 10 25.414 7.0 4.17 3-2X6 0.192 29 Yes 10 25.414 4.9 4.18 3-2X6 0.195 5 Yes 10 25.414 5.0 4.19 3-236 0.128 2 Yes 10 25.414 3.3 4.2 3-2X6 0.123 53 Yes 10 25.414 3.2 4.21 3-2X6 0.348 11 Yes 10 25.414 8.9 4.22 3-2X6 0.213 56 Yes 10 25.414 5.5 4.23 3-2X6 0.306 2 Yes 10 25.414 7.8 4.24 3-2X6 0.213 29 Yes 10 25.414 5.5 4.25 3-2X6 0.165 50 Yes 10 25.414 4.2 4.27 3-2X6 0.062 32 Yes 10 25.414 1.6 4.29 3-2X6 0.381 5 Yes 10 25.414 9.7 4.3 3-2X6 0.168 29 Yes 10 25.414 4.3 4.31 3-236 0.313 29 Yes 10 25.414 8.0 4.32 3-2X6 0.399 29 Yes 10 25.414 10.2 4.33 3-2X6 0.116 9 Yes 10 25.414 3.0 4.34 3-2X6 0.222 36 Yes 10 25.414 5.7 0 4.35 3-2X6 0.068 3 Yes 10 25.414 1.8 4.36 3-2X6 0.056 27 Yes 10 25.414 1.5 4.37 3-2X6 0.11 36 Yes 10 25.414 2.8 4.38 3-2X6 0.321 9 Yes 10 25.414 8.2 4.39 3-2X6 0.13 36 Yes 10 25.414 3.4 4.4 3-2X6 0.104 36 Yes 10 25.414 2.7 4.41 3-2X6 0.649 60 Yes 10 25.414 16.5 4.42 3-2X6 0.362 9 Yes 10 25.414 9.2 4.43 3-2X6 0.1 60 Yes 10 25.414 2.6 4.44 3-2X6 0.129 36 Yes 10 25.414 3.3 4.45 3-2X6 0.38 9 Yes 10 25.414 9.7 4.46 3-236 0.133 36 Yes 10 25.414 3.4 4.47 3-2X6 0.317 64 No 10 25.414 8.1 4.48 3-2X6 0.145 36 Yes 10 25.414 3.7 4.49 3-2X6 0.363 9 Yes 10 25.414 9.3 4.5 3-2X6 0.172 36 Yes 10 25.414 4.4 4.51 3-2X6 0.335 9 Yes 10 25.414 8.6 4.52 3-2X6 0.196 36 Yes 10 25,414 5.0 4.53 3-2X6 0.281 12 Yes 10 25.414 7.2 4.54 3-2X6 0.295 57 Yes 10 25.414 _ 7.5 4.55 3-2X6 0.131 36 Yes 10 25.414 3.4 4.56 3-2X6 0.288 12 Yes 10 25.414 7.4 4.57 3-2X6 0.27 60 Yes 10 25.414 6.9 4.58 3-2X6 0.195 36 Yes 10 25.414 5.0 4.59 3-2X6 0.283 57 Yes 10 25.414 7.2 4.6 3-2X6 0.214 60 Yes 10 25.414 5.5 4.61 3-236 0.216 60 Yes 10 25.414 5.5 4.62 3-2X6 0.273 50 Yes 10 25.414 7.0 4.63 3-2X6 0.163 36 Yes 10 25.414 4.2 4.64 3-21(6 0.208 60 Yes 10 25.414 5.3 _ 4.65 3-2X6 0.287 54 Yes 10 25.414 7.3 4.66 3-236 0.36 60 Yes 10 25.414 9.2 4.67 3-2X6 0.221 6 Yes 10 25.414 5.7 4.68 3-2X6 0.229 33 Yes 10 25.414 5.9 4.69 3-2X6 0.116 32 Yes 10 25.414 3.0 4.7 3-2X6 0.079 35 Yes 10 25.414 2.1 4.71 3-2X6 0.361 36 Yes 10 25.414 9.2 4.72 3-2X6 0.263 50 Yes 10 25.414 6.7 4.73 3-2X6 0.177 34 Yes 10 25.414 4.5 4.74 3-2X6 0.287 12 Yes 10 25.414 7.3 • 4.75 3-2X6 0.094 26 Yes 10 25.414 2.4 4.76 3-2X6 0.099 26 Yes 10 25.414 2.6 4.77 3-2X6 0.072 26 Yes 10 25.414 1.9 4.78 3-2X6 0.093 26 Yes 10 25.414 2.4 4.79 3-2X6 0.251 36 Yes 10 25.414 6.4 C. 39 • • Project Nu 2015018 Page/of: Project: Ash Apts By: cs Subject: Date: 12/14/15 Wall Chord Chord Axial Chord Force Gov LC EQ Governed? Height(ft)Chord Capacity(kips) Panel Size Check (kips) R.01 3-2X6 0.034 27 Yes 11 21.421 0.8 R.02 3-2X6 0.234 29 Yes 11 21.421 5.1 R.03 3-2X6 0.111 9 Yes 11 21.421 2.4 R.04 3-2X6 0.11 64 No 11 21.421 2.4 R.05 3-2X6 0.148 64 No 11 21.421 3.2 R.06 3-2X6 0.106 9 Yes 11 21.421 2.3 R.07 3-2X6 0.127 64 No 11 21.421 2.8 R.08 3-216 0.106 9 Yes 11 21.421 2.3 R.09 3-2X6 0.166 64 No 11 21.421 3.6 R.10 3-2X6 0.105 8 Yes 11 21.421 2.3 R.11 3-2X6 0.101 2 Yes 11 21.421 2.2 R.12 3-2X6 0.147 _ 29 Yes 11 21.421 3.2 R.13 3-2X6 0.149 5 Yes 11 21.421 3.2 R.14 3-2X6 0.101 2 Yes 11 21.421 2.2 R.15 3-2X6 0.071 2 Yes 11 21.421 1.6 R.16 3-2X6 0.103 2 Yes 11 21.421 2.3 R.17 3-2X6 0.117 29 Yes 11 21.421 2.6 R.18 3-2X6 0.075 25 Yes 11 21.421 1.7 R.19 3-2X6 0.042 29 Yes 11 21.421 0.9 R.20 3-2X6 0.055 53 Yes 11 21.421 1.2 R.21 3-2X6 0.102 35 Yes 11 21.421 2.2 R.22 3-2X6 0.081 8 Yes 11 21.421 1.8 R.23 3-2X6 0.103 2 Yes 11 21.421 2.3 R.24 3-2X6 0.128 32 Yes 11 21.421 2.8 R.25 3-2X6 0.103 8 Yes 11 - 21.421 2.3 R.27 3-2X6 0.056 32 Yes 11 21.421 1.2 R.29 3-2X6 0.197 5 Yes 11 21.421 4.3 R.30 3-2X6 0.119 64 No 11 21.421 2.6 9.31 3-2X6 0.158 5 Yes 11 21.421 3.4 R.32a 3-2X6 0.144 29 Yes 11 21.421 3.1 R.32b 3-2X6 0.152 11 Yes 11 21.421 3.3 R.33 3-2X6 0.043 9 Yes 11 21.421 1.0 R.34 3-2X6 0.136 36 Yes 11 21.421 3.0 • R.35 3-2X6 0.05 36 Yes 11 21.421 1.1 R.36 3-2X6 0.033 3 Yes 11 21.421 0.8 8.37 3-2X6 0.104 64 No 11 21.421 2.3 R.38 3-2X6 0.13 9 Yes 11 21.421 2.8 R.39 3-2X6 0.112 64 No 11 21.421 2.4 R.40 3-2X6 0.073 64 No 11 21.421 1.6 R.41 3-2X6 0.227 60 Yes 11 21.421 4.9 R.42 3-2X6 0.155 9 Yes 11 21.421 3.4 R.43 3-2X6 0.05 33 Yes 11 21.421 1.1 R.44 3-2X6 0.109 64 No 11 21.421 2.4 R.45 3-2X6 0.156 9 Yes 11 21.421 3.4 R.46 3-2X6 0.134 64 No 11 21.421 2.9 R.47 3-2X6 0.605 64 No 11 21.421 13.0 R.48 3-2X6 0.11 64 No 11 21.421 2.4 R.49 3-2X6 0.145 9 Yes 11 21.421 3.2 R.50 3-2X6 0.102 36 Yes 11 21.421 2.2 R.51 3-2X6 0.135 9 Yes 11 21.421 2.9 R.52 3-2X6 0.127 36 Yes 11 21.421 2.8 R.53 3-2X6 0.126 36 Yes 11 21.421 2.7 R.54 3-2X6 0.127 9 Yes 11 21.421 2.8 R.55 3-2X6 0.14 64 No 11 21.421 3.0 R.56 3-2X6 0.118 36 Yes 11 21.421 2.6 R.57 3-2X6 0.157 _ 36 Yes 11 21.421 3.4 R.58 3-2X6 0.124 36 Yes 11 21.421 2.7 R.59 3-2X6 0.12 9 Yes 11 21.421 2.6 R.60 3-2X6 0.122 36 Yes 11 21.421 2.7 R.61 3-2X6 0.113 36 Yes 11 21.421 2.5 R.62 3-2X6 0.114 2 Yes 11 21.421 2.5 R.63 3-2X6 0.103 36 Yes 11 21.421 2.3 R.64 3-2X6 0.126 64 No 11 21.421 2.7 R.65 3-2X6 0.113 8 Yes 11 21.421 2.5 R.66 3-2X6 0.145 36 Yes 11 21.421 3.2 R.67 3-2X6 0.092 6 Yes 11 21.421 2.0 R.68 3-2X6 0.271 64 No 11 21.421 5.9 R.69 3-2X6 0.145 64 No 11 21.421 3.2 R.70 3-256 0.115 64 No 11 21.421 2.5 R.71a 3-2X6 0.156 36 Yes 11 21.421 3.4 R.71b 3-2X6 0.151 36 Yes 11 21.421 3.3 R.72 3-2X6 0.076 64 No 11 21.421 1.7 R.73 3-2X6 0.114 35 Yes 11 21.421 2.5 R.74 3-2X6 0.148 12 Yes 11 21.421 3.2 R.75 3-2X6 0.021 26 Yes 11 21.421 0.5 • R.76 3-2X6 0.022 33 Yes 11 21.421 0.5 8.77 3-2X6 0.048 64 No 11 21.421 1.1 R.78 3-2X6 0.034 36 Yes 11 21.421 0.8 R.79 3-2X6 0.122 33 Yes 11 21.421 2.7 Tension and Compression Forces C. 40 Floor 1 2 3 4 . Wall ID Tension Compressi Tension Compressi Tension Compressi Tension Compressi (kips) on (kips) (kips) on (kips) (kips) on (kips) (kips) on (kips) 1 2 8 N/A 6 N/A 3 N/A 1 2 18 29 8 18 3 10 N/A 6 3 9 18 5 12 3 8 2 3 4 3 8 1 5 N/A 3 N/A 3* 5 7 12 3 8 1 5 N/A 4* 6 12 19 7 14 4 8 2 3 7 4 9 1 6 N/A 4 N/A 3* 8 9 17 5 12 3 7 2 3 9 11 16 5 10 2 5 N/A 4* 10 10 17 6 12 4 7 2 3 11 9 18 5 12 3 7 2 3 12 8 12 4 10 2 6 N/A 4 13 20 26 10 17 5 9 1 4 14 11 19 6 13 3 7 2 3 15 13 12 8 10 5 5 2 2 16 11 20 7 15 4 7 2 3 17 10 14 4 10 1 5 N/A 3 18 17 15 10 9 5 5 2 2 • 19 2 11 1 7 1 4 1 1 20 14 8 9 8 4 4 2 2 21 27 32 14 19 5 9 1 3 22 4 15 2 11 1 6 1 2 23 12 21 7 15 4 8 2 3 24 10 14 4 10 2 6 N/A 3 25 16 19 10 13 4 5 2 3 27 3 6 1 4 1 2 1 2 29 14 25 6 16 2 10 N/A 5 30 3 10 N/A 7 N/A 5 N/A 3* 31 9 19 4 13 1 8 N/A 4 32 10 23 5 19 2 11 2 4 33 10 10 3 7 1 3 N/A 1 34 8 16 3 10 1 6 N/A 3 35 4 8 1 4 N/A 2 N/A 2 36 3 7 1 3 N/A 2 N/A 1 37 4 8 1 5 N/A 3 N/A 3* 38 29 31 9 16 5 9 2 3 39 1 7 N/A 6 N/A 4 N/A 3* 40 3 7 1 5 N/A 3 N/A 2* 41 22 39 17 33 8 17 1 5 • 42 17 26 11 18 6 10 3 4 43 6 10 3 5 1 3 N/A 2 Tension and Compression Forces C. 41 44 4 10 2 6 1 4 N/A 3* 45 14 25 9 19 5 10 3 4 • 46 3 8 1 6 N/A 4 N/A 3* 47 3 13 9 13 7 13 7 13* 48 3 8 2 7 1 4 N/A 3* 49 14 25 9 18 5 10 2 4 50 8 14 5 10 2 5 N/A 3 51 12 23 8 16 4 9 2 3 52 8 13 4 8 2 5 N/A 3 53 10 17 6 12 3 8 1 3 54 9 19 6 14 3 8 2 3 55 4 9 1 6 N/A 4 N/A 3* 56 10 17 7 13 4 8 1 3 57 12 18 6 13 3 7 1 4 58 9 15 5 10 2 5 1 3 59 8 17 5 13 3 8 2 3 60 11 16 5 11 2 6 N/A 3 61 10 16 5 11 2 6 1 3 62 7 17 5 13 3 7 2 3 63 8 11 3 8 2 5 N/A 3 64 10 16 5 11 2 6 1 3 65 26 21 15 15 9 8 4 3 66 6 25 3 19 1 10 N/A 4 III 67 8 17 4 11 2 6 1 2 68 9 16 4 9 2 6 1 6* 69 3 7 N/A 5 N/A 4 N/A 4* 70 3 6 1 4 N/A 3 N/A 3* 71 9 22 3 16 2 10 2 4 72 8 23 3 15 1 7 1 2* 73 9 11 4 9 2 5 1 3 74 10 19 4 12 1 8 N/A 4 75 6 10 2 5 1 3 N/A 1 76 2 8 2 6 1 3 1 1 77 6 8 2 4 1 2 N/A 2* 78 6 9 2 5 1 3 N/A 1 79 9 19 3 12 1 7 N/A 3 • • • • C. 421_ L. Miscellaneous Gravity Calc See following page for RISA results O J 0 _ _ _ _- 01001MILO . - „1111., �.141a., „4111., 1. �. 1111„„ �. �. ,.„ 1. �. „111-., �. ,.„-1, . . ,.„„, �. 1. „-,, l. 111,5 i. 1. 1.11111.5 1. n 1.11 1M n . „111,, 4. . „1„a,., . kk 1.„0., . . ,. . 1,11., . ,. ,1,,o.r'11 '” „111o., 1'...-'1. 5111-„ i. ,111033 lk / 1. „1.a., ,. l. „111., rk al . ...„ ,. ,. .„0„ • 4,111°., . „,„„ 11111015 P 1115a 110. 4 ,,. 11111,5 os L a �' 1.1111,3_15 'r lla.s it a 11110.4 l4 P 4 41„ara r '1..ia, . 1. 4111as . 1. ,„vlc . . 41„ars . � . 41„-11,, . i. ,nw„a x k : ;w : ,..0 :v.m: s : � ,n,o : .k.01: : .O.v1„ . ,4,5 ,.,w: lt � U1k , :�. : 511-.4 l 1111� 4.6 > � o o :.,.9.i U,O., t a�: ;� ;� :�;�;0�; �: ;� ;����0;;� .;..0..�� ,,..00= . ,...00: .k.104�, _4 1 4 .4,�a4 v, „Mas „ 11-. a �4 �4 „11111147, � 111095 „a,4 „,11„', • .110 IS 111110_4445 IL 1P3 11475 11111,11, �, III „11111„ „ 1. „1„a„p4 4,,,o ,..O..A. �k „11 . P, _ _ 4 , a _ � „0 „ „111 „ 4.11„N, �. ,.1a., �. �. „111-.4 . �. „111111„ 1. �4 „�„a.r 1. 4 „111-„„ �. 4 „111-., . . 1.„a4 4',MO. � 54 „ 11„a1.,, �. �4 „111'11.4 �4 „a., „1„as ,141,, 1. . „11a1�„ „„�.. „11., l4 �. „11�1p4 ik < < ��; 1109; °..95 111 1�..P ,�...�; : '47; t J J J HMO J ( ,..,.;; �. l: .,.,; : ,lk. .,.�..�; LEVEL4 1 Dec 2, 2015 at 9:07 AM 20151122 Ash Apts.final.rfl 1 Miscellaneous Gravity Calc C. 43 Beam: M1996 Shape Group: Glulam_Western Code: AF&PA NDS-12: ASI Floor: LEVEL4 Span: Single • Size: 5.5X10.5FS Fixity: Pinned-Pinned Material: 24F-1.8E DF Balanced Bending: Strong Axis Function: Gravity Geometry: Length = 16.3237ft Points (Start to End): REV_N175 to N4634 (-124.769,-5.67333,0)to (-141.092,-5.67333,0) Angle: 0 degrees Diagrams for Load Combination 2 : Service Dead + Live Load Diagram : Distributed Loads (k/ft), Point Loads (k) .415 .."7'/.1.1%.y.':.:".::::...%,(..::::.:3k-f.•::::::,.*,-.4,;$,;,/,,,,4,..:-....>. ...:,,,I...........:*P.,../,. ..e. .„ .:...„ ....../ / .,,,5', //4.79,...i/ 42;174.6:4111.7,,f/yoZM:::::::::-m.:*:-..a0..xi,voililtiiiiiir:;:.:ifilik • ..,•'.:::?..::•;:•:.::::•::•k>,:*:•,,' '.;":.•-:X.,1.,/ 4:4.'? '• '•.•::::..„2"::9...?0',r,,,,,;,:**,,a,,,,,,..."••/••ft:„1"..." ••••• ..7. .....,........,„ .„.„..,,,,,:„.,,..,..„.,,,,,,...y.,„:„.„:„.....„.„:„.„.„„:„:„..„:.,. . ....„.....,:: ,,, „.....„.„.„,,,,, , „ fo.,,,,,, /. "/"*...:,/,.:, ....:„.„..:„...:„: „.......„:„.:::::.....„:„,„...,„„...„...:.:... .......„.............:„:„......:......,.........„....:::. ........„..:....„:„.::::,...:::,..„..:.„.4 ,,,,,,,,,,,,,,,,r,,,,,,. „.../.; / „..,,,,,,, ,,,. .,,,.,07,,,,/A,, ,/,:•::;•,.., • ..,,,„4,,,,,,,,,,,i,„„nm..., ,,,,,,,,,, "0/ ' /✓.,.h�r•;tkar;s�' s f .. + {` ;. ,� tf tyv.� ;t{ i 3.39 at 0 ft r-------"'-----------------. 0 V -- -- _:.__- -3.39 at 16.324 ft 13.835 at 8.162 ft D __ _ _ ------ i n .695 at 8.162 ft • 1 1 Ash Ave A artments calcs Bldg 1\20151122 Ash A ts.final.rfl Page 1 RISAFIoor Version 9.0.2 [P:\2015\20 50 8.00 p \ \ gp j g ivuscenoneous trovny L.uic C. 44 A ___ _ k • Envelope and Category Shear Reactions: (k) Non Reducible (Unreduced) Non Reducible (Unreduced) DL LL+LLS LL+LLS Roof LL Total Roof LL Total I-End: 1.756 0 1.635 0 0 J-End: 1.756 0 1.635 0 0 Maximum Total I-End Reaction: 3.39k for LC 2 (Service Dead + Live) Maximum Total J-End Reaction: 3.39k for LC 2 (Service Dead + Live) All Category Member Loads Distributed Loads (k/ft) Dist(ft) DLPre LLConst DLConst DL LL Start 0 .058 .073 0 .215 .2 End 16.324 .058 .073 0 .215 .2 Live Load Reduction FLL Code: None RLL Code: None . Span Reducible Area ft^2 KLL LL Factor LLS Factor RLL Factor 1 59.8492 2 1 1 1 Design Rules: L3 5.5 Max Depth (in) Min Depth (in) Max Width (in) Min Width (in) Max Bending Max Shear None None 5.5 5.5 1 1 DL Defl (in) DL Ratio LL Defl (in) LL Ratio DL+LL Defl (in) DL+LL Ratio None 240 None 360 0.8 240 Shear: 33.2% Capacity at Oft for LC 2 (Service Dead + Live) V= 3.39k at Oft fv= .088ksi Fv'= 0.265ksi Wood Shear Factors Fv= .23ksi CD = 1 Cm = 1 Ct= 1 Bending: 68.5% Capacity at 8.16185ft for LC 2 (Service Dead + Live) M = 13.835k-ft RB =2.0409 le-bend Top= 1ft le-bend Bot= 16.3237ft fb = 1.643ksi Fb' = 2.39881ksi Wood Bending Factors Fb =2.4ksi CD = 1 Cm = 1 Ct= 1 Cfu = 1.07 CL = 0.999503 CF = 1 Cr= 1 CV= 1 Deflections: 86.9% Capacity at 8.16185ft. (Camber=Oin) PreDL DL LL DL+LL None None • Deflection (in): .098 .36 .335 .695 0 0 Span Ratio 2006 544 585 282 10000 10000 RISAFIoor Version 9.0.2 [P:\2015\2015018.00 Ash Ave Apartments\calcs\Bldg 1\20151122 Ash Apts.final.rfl] Page 2 C. 45 11 IIr Miscellaneous Gravity Calc Header lengthened due twall opening ch nge -, } ,,._,— C•1.. CV N .�: CW 0 LO ,__ .— _ .p _. . _. _,,,,,,, ,..0 0. N 2,39 (5.5'ft) 2.41 (4 ;167 ff) 2.46..75 t) _2.�2 (14 ft) K cci M 2A3 10 GL .5x12 2.44(9 ft)_2.47 (8.167 ft) 2.48 (91333 ft) 2.50(14.25 ft) 2.53 (8.416 ft) 7 Cst N See follo\iving page for coI RISA results 2.34 (14.667 ft) men.comber ma...ars LEVEL2 Dec 2, 2015 at 7:48 PM 20151203 Ash Apts Final.rfl • • • C. 46 Beam: M292 Shape Group: Glulam_Western Code: AF&PA NDS-12: ASI Floor: LEVEL2 Span: Single Size: 5.5X12FS Fixity: Pinned-Pinned Material: 24F-1.8E DF Balanced Bending: Strong Axis Function: Gravity Geometry: Length = 11.3514ft g Points (Start to End): N4120 to N5219 (-265.686,-158.146,0)to (-254.335,-158.146,0) Angle: 0 degrees Diagrams for Load Combination 2 : Service Dead + Live Load Diagram : Distributed Loads (k/ft), Point Loads(k) 1.813 .855 771 .771 » %✓� '!r/rt? ✓ r}>:::: :!rrrfr.> ;ter..,,:>r:•••$ .725 .r{;t��';.{' {'':',�'`�•�'✓'f!/%r:•..,::f:.Yrrr;i}:•.::r/ ! :..:{:✓:..... . „+,;{.. f.}frrtail+f:.�..Y}•i.$,.,{.,•i.;}rY::•:{;/r ;Yf/.,; ...f.}:•}:;..:}i' �.•/ iirr%+r ✓}}r:�,J ,tgr..:.f,;'r:.r.{:{/t'f :tf.;.:.:;•:•!x•'f.'ry �}::x;;G%:c',•%::5!:r}•.}}Y}:: :}'t%�•i.{.rrr.;{v::.�:::,.. f:.'frW?• .Y}%r:.Y't{v:;.:4}S::r:Y'•}:t}}i:}i::.:::..� {C:nY nn:R... ...$. ... ..A...... riir::%?::?$:%$::$:ti:};rr •.•.,{.»v:;:;.vr.•r }:.�.. :I..::r... :: fr}r:rr •}'r}✓,.}'6:•':•'ry ff••.,::v:x:..:::}:}::::::}}:::::...r r:.r!..: }r:}}:?•%$$'i$$$;:$$;:}�}}iY...r..: ................... ...... r...n,rr,nr•;?}r,'i'�•$:•::•. rf.}'r:{.......:,r..•:., ..:;:;:5:.:$}':}}$:{%:%$$f,:n;•?::!.:::::{$$:5:•:;:•:•F:ti:}::•:•:$j:v:}%!+ ..Y?f?r:a%n:•}}:;•}}}:•}:•}::•:::•:.. ..}.. {;•:.+.'•r$}:: .}x{•:.}:r...::.:.:.., 2',:. ..}.,5,':•r:. ..:'�•'`:k':::.:::::.rr:...... :?:.Yr...r:.r............ r'•::.... ..r: .rY:.Y:•}:.}x•:a,�:::::..:..:..,•:::.::$$:}:.......F...... ..::.. •'•{. ...r.:.:::•::::f:...:..:'3. :........:.:f.}}}}:<r,:i$i$$:2:$}: .:.... f.n.eS............ ,,...:..v:f:::{..;:.vn:,/:r:r::A.v•::t•;.•.•:::!{•::.5}:••:r.: .•.•::::::.$$:}:Y:}::•:::%:f::%'$`%:$• �3?• �rY r..i}... r•.:::v:..l .,/l..r:.r.n.... ti{ ..f..r ...................... r ?•.:v}}%$$$;'.:}:i'r,:}i}}:;}:$i$i$$$i:%$:}Y}+:,:: ?.. •.•::%.•,::.5::?.}'r;}$i$<�?i?:....4'v':•:{.S}?J.r}•;�{$$?:Y:'i'.:$:r:r..$.r:r...n•.,:. .r r.;...... . .•..r..�?.rf. :...nr...........:..+.r.;uv,r,Ef:Wv..•{v.,.:..::.r.....t:.r... ry hv. .::..v::{...:.:... ................v�:r.:{rr:.vv •.:.vS ;.vr.•.}}Sntiy}}:ti.}:•}},}^•%{!{%::$%}••:}%:i; :•}:{}.:.,•:::.,•::::::::::.i :.x:::.::•:::. . •..: ..: :.} ::1•t::... •t:.: d Y:r•YY?;• ..{:r,;},,y,�r{.. :!}t•}:•YY»:•}:•}:•}}:•:{;.>}••.. •.:.}, r. ::.••• {.}r .•Y.:...:>}:;{:}}::$::$$$:'%:%$::}%$:t.:;a:.}}:}}:•}.>••:.$:3$}.:Y}!t r r?.:f•"i:%: :};::•'.'%:}}%::;%::;%::%$:%::%}}:... .. r:t�:: ;}k4;}•:::$•{•:•r.:}:}}}:;2!.`{tr>}%}frr :.:f::.:.::.:.:.......:.,: r::.},:{.✓f ...... : G$:}::,.$$•%:tic$:•':$$$::}%';%:%$:•:,:5:%:}%$$:}if:%$$::$:.}:•}:.}.'•:{}:$ • :r:.'•gY•,{r.r:. fn.... •�.r :}'r'Frvyv.::::;;•::::::..::::::::::::::::.:v:::::::n.:::::•Fi::%::$?:}:S$i:%:'v ::.v` $:}%4'%$:::}}%:•'i'i:::},:?:vf.f... frr{{.;.:{}.}•{,;.;'vr}Y,;$:.}}:;:$•}:$${•}'....:.. r:tti%::: ::::'•y%:}%''r:::::::::%::::;%r`•:%:i%r:$: :`:: }i!`r %$k%:•:}.,•:.•r.:::::::r... ..r:•f•:f•::•::}:..:•.{:./:Y:�:•::f.}:•,,,{•}:{;.••••}:.}:.}:•x;.}}:.}}:•}}:•••••••••••••••••—:: :.}}:.}:•}!•}:•}}:•:;.}:::•}}}::. rrr r:.r:•::•:.,,•:::::::::.,•: ,•::.,::..} ::.:.i:;; f rr f::r.•r:.,.:•::::.:•: • • rrr t r..Ft.f.. •v:N?<:•t• �r,• • • :i.rfF ri.%r:}!.$;$:' S+$F:i:}:•}}}:{.}$... v:F?•:•: • ?::'%✓:%+%i..•:✓r:.v:.vv::::::::::vv• f.:•.�Yv...f. {•}'f::...f:........... `X:v:?• f.L•��ir'L}}.$.tkv::$::i:%:%i'.r;+r'{%${i'i'i':4'::i}ii.}S:%;: i•::$$$$%$!vi$i$:%$n%$}:'r,:•' i'%: '} •'ri: •}'ffr'v.:: r.{,{' r:.%}%:i%:•'.}}}ti}%$$$$i$$FF%:::i}:$$::C}::: ..•:fi:}:.:.••:v:::.✓::::::::::::.:?:::.n�''�%4k{v:,,{:''.. ...f:. }::}.^,%:::::%::::jy:::%:%$}}:r u:f...}............. ..i:•:;;:{{v::::v>�:%' f••:::::•}:•}::i'r:: '{?... •:rf•:•.•::r:r:f...� ..f.. •:•rr rr v:f•✓,..•::::w:v::::::::::.v:::,,. }.}.., ..f........0$i.\:: ..l.r r.rr. .f.t•.:{r:}::::::::w:,,.• :•.2v.:.•:v:;•...r :{.frmr ..O.. r:n::::r'.:•:;{?:•}:•$:%$$:%$$'::%r$'r:%:%:%i.'•$:'v$$}:^:v:.Y:';:.:.::. :::.....✓. r.r....r.::trr.v:r}i$'••}'::•r.•.... ..:r....r.................:...:::..}.•:.•::.t••;•.::{y:••;::}}}.:::....x.v 4}::r;,'J:•'•.M1 nv.•�xf .........:r'� {r...,.......:.........t•}: .....r.........r:.✓.............\.r.......n...... :k.v...... ...r•:: •:r$.:.. ..r..::.:•sv::.:v:::• •n........:..;:{trr.:trf:}}:•}$}}}}}}}:::}:?.'i.^}:•}:•}}:;:.::.f•$it:e.. ...{•...•r.•:•f•.v:::✓.rr v.•\•:.{•v. •:}::::\:::.{f,../.t$of r,•r n i::..; ;n}�:••. {rr ;f.;}h':: '.}}h:,vr...r.✓....... •. ':tr............. :.f.. :.{titin:.}}Y}:{{•....r r..:/. .+fr}i:?:' .'if::r:•$'}:{$:%$f:i?:ti:}ti:}}}S%.•'r:%,r.$!::`}'.. r}:::�.f}%:ti%$:•{{i%:$>;;v.::•.,:•:.e: ✓F}%R%:$:•i,:$5$::::}x!t;is ,•r:•x•.{.,.',.:w::.,.: ..r:. ,{{y:::.y.:•3.4:..r! .!.+:::r.: F ;!f :;'::;., •'.r� ..i,n......... ...?v:::r}:�$$:.•{{.... ...{...: ..fr ;;..f.rn U:.F.. r.�.•fvv�}..v....... r..?...r.. •'�:v •:•2v:::fv:fv : :a.}:;;{Y.rfyrf.`••f.?:{•r}..t•\•>:{..•{ath:}.}..r:.,:'•r::.?,.......frf.;';:•.:r:}::::::::.......r%}$$:::{,w::f;, ..ht:t::;:}:.}:•}}}}:{{•:....:....;,.{.....,4.T.;{%;+:};..:r...,.:..r..../:.:.. :. .r.:.%$2}is}�i:}!::$$$i: }.rr.......... :... ..... 5.917 at 0 ft V -6.868 at 11.351 ft 20.176 at 5.203 ft k-ft D ___. in .326 at 5.676 ft • RISAFIoor Version 9.0.2 [P:\2015\2015018.00 Ash Ave Apartments\calcs\Bldg 1\20151 122 Ash Apts.final.rfl] Page 1 C. 47 • A _... _._ k Envelope and Category Shear Reactions: (k) Non Reducible (Unreduced) Non Reducible (Unreduced) DL LL+LLS LL+LLS Roof LL Total Roof LL Total I-End: 3.329 0 2.588 .92 0 J-End: 4.225 0 2.643 2.155 0 Maximum Total I-End Reaction: 5.582k for LC 10 (IBC 16-11 (b) Post) Maximum Total J-End Reaction: 7.438k for LC 10 (IBC 16-11 (b) Post) All Category Member Loads Distributed Loads (k/ft) Dist(ft) DLPre LLConst DLConst DL LL Start 0 .099 .052 0 .159 .104 End 11.351 .099 .052 0 .159 .104 Start 0 0 .01 0 .012 .02 End 4.417 .001 .01 0 .013 .02 • Start 0 .02 0 0 .02 0 End 1.72 .019 0 0 .019 0 Start 0 0 0 0 0 0 End 3.061 0 0 0 0 0 Start 0 .02 0 0 .02 0 End 3.693 .019 0 0 .019 0 Start 0 0 .062 0 .071 .124 End 1.093 0 .062 0 .071 .124 Start 0 0 .062 0 .071 .124 End 1.118 0 .062 0 .071 .124 Start 1.093 0 .01 0 .012 .02 End 4.417 0 .01 0 .012 .02 I Start 1.098 0 .052 0 .06 .104 End 3.693 0 .052 0 .06 .104 Start 1.118 0 .052 0 .06 .104 End 3.693 0 .052 0 .06 .104 Start 1.118 0 .01 0 .012 .02 End 4.417 0 .01 0 .012 .02 Start 1.72 .019 0 0 .019 0 End 3.693 .019 0 0 .019 0 Start 3.693 .038 .104 0 .157 .208 End 4.917 .038 .104 0 .157 .208 Start 4.25 .046 0 0 .046 0 • End 11.346 .046 0 0 .046 0 RISAFIoor Version 9.0.2 [P:\2015\2015018.00 Ash Ave Apartments\calcs\Bldg 1\20151122 Ash Apts.final.rfl] Page 2 C. 48 Start 4.417 .002 .03 0 .037 .06 End 4.917 0 0 0 0 0 Start 4.917 .001 .017 0 .021 .034 End 11.351 .001 .017 0 .021 .034 . Start 4.917 .02 .072 0 .103 .143 End 5.445 .02 .072 0 .103 .143 Start 4.917 .02 .072 0 .103 .143 End 5.473 .02 .072 0 .103 .143 Start 5.445 .02 .072 0 .103 .143 End 7.412 .02 .072 0 .103 .143 Start 5.473 .02 .072 0 .103 .143 End 7.442 .02 .072 0 .103 .143 Start 7.412 .02 .072 0 .103 .143 End 11.346 .02 .072 0 .103 .143 Start 7.442 .02 .072 0 .103 .143 End 11.351 .02 .072 0 .103 .143 Point Loads (k) Dist(ft) DLPre LLConst DLConst DL LL 4.25 .048 .33 0 .279 0 4.917 .484 .513 0 1.122 .691 6.507 .015 .115 0 .095 0 6.917 .07 .547 0 .452 0 8.503 .013 .104 0 .086 0 8.917 .07 .547 0 .452 0 10.5 .013 .104 0 .086 0 10.917 .07 .547 0 .452 0 • Dist(ft) LLS RLL SL SLN RL 4.25 0 0 .413 0 0 4.917 0 0 .209 0 0 6.507 0 0 .143 0 0 6.917 0 0 .683 0 0 8.503 0 0 .13 0 0 8.917 0 0 .683 0 0 10.5 0 0 .13 0 0 10.917 0 0 .683 0 0 Live Load Reduction FLL Code: None RLL Code: None Span Reducible Area ft^2 KLL LL Factor LLS Factor RLL Factor 1 364.527 2 .806 .806 .835 Design Rules: 5.5 Max Depth (in) Min Depth (in) Max Width (in) Min Width (in) Max Bending Max Shear None None 5.5 5.5 1 1 DL Defl (in) DL Ratio LL Defl (in) LL Ratio DL+LL Defl (in) DL+LL Ratio None 240 None 360 0.5 240 • RISAFIoor Version 9.0.2 [P:\2015\2015018.00 Ash Ave Apartments\calcs\Bldg 1\20151122 Ash Apts.final.rfl] Page 3 C. 49 Shear: 55.5% Capacity at 11.3514ft for LC 10 (IBC 16-11 (b) Post) V= 7.438k at 11.3514ft fv= .169ksi Fv' = 0.265ksi Wood Shear Factors 1111 Fv= .23ksi CD = 1 Cm = 1 Ct= 1 Bending: 70.4% Capacity at 5.20274ft for LC 2 (Service Dead + Live) M = 18.574k-ft RB =2.18182 le-bend Top = 1ft le-bend Bot= 11.3514ft fb= 1.689ksi Fb'=2.39864ksi Wood Bending Factors Fb =2.4ksi CD = 1 Cm = 1 Ct= 1 Cfu = 1.07 CL = 0.999431 CF = 1 Cr= 1 CV= 1 Deflections: 79.9% Capacity at 5.67571ft. (Camber=Oin) PreDL DL LL DL+LL None None Deflection (in): .071 .193 .207 .4 0 0 Span Ratio 1925 706 659 341 10000 10000 • RISAFIoor Version 9.0.2 [P:\2015\2015018.00 Ash Ave Apartments\calcs\Bldg 1\20151122 Ash Apts.final.rfl] Page 4